Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
6700 W. 44th Avenue
Di2cember 3, 2020 Caniaros Plus 7—F: Steve Pelletif— f N �1 6700 West 4411, Avlcmuc i'hc ft Ridge. I ge, CO 8003 -- RF: INSULATION INSTAI Mr. Pelletier, I �j that 11)c Insulition installed in Sumval-(' *Iccl BUildi his lot 1. er Vcr I es eat A jill A o x t c 1 -1 s 10 11 U N I I I Li i iV N/l P5 (), fiber re 1 n forcc-d v,�r hit e C, cing \,NT It h I-adIant -1 1 1 - : lied 'I, the walls, the wof ai-,d at the side panels 11 -i's instil"Iflon \V;ls HISta above the roof on the North and East walls. Print Name: Tit I c: Datc: -Z/-140,) Ya c(D' 80019, P13ON1 (7120) 859-`z'�'70 HID, Di2cember 3, 2020 Caniaros Plus 7—F: Steve Pelletif— f N �1 6700 West 4411, Avlcmuc i'hc ft Ridge. I ge, CO 8003 -- RF: INSULATION INSTAI Mr. Pelletier, I �j that 11)c Insulition installed in Sumval-(' *Iccl BUildi his lot 1. er Vcr I es eat A jill A o x t c 1 -1 s 10 11 U N I I I Li i iV N/l P5 (), fiber re 1 n forcc-d v,�r hit e C, cing \,NT It h I-adIant -1 1 1 - : lied 'I, the walls, the wof ai-,d at the side panels 11 -i's instil"Iflon \V;ls HISta above the roof on the North and East walls. Print Name: Tit I c: Datc: -Z/-140,) Ya c(D' 80019, P13ON1 (7120) 859-`z'�'70 ®� ® CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office 3 INSPECTION NOTICE Inspection Type: f Job Address:" Permit Number: r'67 -- Y}' ❑ No one available for inspection: Time AM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date:—?S Z / Inspector: DO NOT REMOVE THIS NOTICE e ✓_ CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Z Job Address: Permit Number: f C � ❑ No one available for inspection: Time -/P M Re -Inspection required: Yes'3Ng> When corrections have been made, schedule for re -inspection online at: http✓/www.ci.wheatridge.co.uslinspeti -' -71 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:=� Job Address: Permit Number: ❑ No one available for inspection Re -Inspection required:''Yes N When corrections have been madsch j http✓/www./ci.wheatridge.co.usdns ecti i Dak� ( '2 pe r:_ Ti Jil at: Ivo Zoog o Z3y� Certificate of Compliance .is to,. _ok%000_ -004000. LACK "TQM 1 I UM0 4 STRUCTURAL STEEL DEPT. Date: 9-2-2020 Client: Terradyne (C202024) Project: Camaros Plus — 6700 W. 44th Ave. - Wheatridge, Co. Inspection: High strength Bolts This is to certify that Black Rock Inspection, to the best of my knowledge has complied with the requirements of purchase agreement/order to provide the required inspection of High Strength Bolts. The project referenced above shall be considered in compliance with all applicable governing codes, standards, specifications and workmanship provisions, as well as the contract document. Black Rock Inspection, LLC Robert Pollock (President) -0go 01- - 44%000- *'$Ito00. STRUCTURAL STEEL REPORT BLACK ROCK INSPUTION STRUCTURAL STEEL DEPT. Page 2 of 3 Phone: 303-957-8436 Email: BlackRockinspection@yahoo.com Project Name: Camaros Plus Project Number: C202024 Client Name: Terradyne Report Number: n/a Date: 9-1-2020 Inspector: Robert Pollock Specification: Project specs. / AISC Code. AWS / IBC Per Diem: Yes No X Client Rep: Yousef Araia Item Description Accept Reject Pre -Engineered Building 1 Travel to project site, as requested. X 2 Verify ASTM A325 high strength bolt assemblies have been X utilized in building erection. 3 Conduct visual inspection of bolted connections at the following locations: A] Columns / roof girders X A] Roof girder splices X B] Angle braces at columns & roof girders X C] Girts / bolt plates on columns X D] Rafters / bolt plates on roof girders X 4 Certificate of Compliance is attached. X Robert Pollock Structural Bolting Inspector AWS CWI # 10090331- Certified Welding Inspector Signature —04 1401 00� BLACK ROCK S-PECTION STRUCTURAL STEEL DEPT. Page 1 of 3 Phone: 303-957-8436 Email: BlackRockinspection@yahoo.com Project Name: Camaros Plus Project Number: C202028 Client Name: Terradyne Report Number: n/a Date: 9-1-2020 Inspector: Robert Pollock Specification: Project specs. / AISC Code: AWS j IBC Per Diem: Yes No x Client Rep: 7YousefAraia Camaros Plus 6700 W. 44th Ave. Wheatridge, CO. 1) Travel to project site, as requested. 2) Conduct visual inspection of completed field welding. (when required) 3) Conduct visual inspection & tension verification of bolts installed. 4) See attached report for details. Structural Bolting Inspector AWS CWI # 10090331 — Certified Welding Inspector Robert Pollock Siqnature i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: F le. Job Address: zoo Permit Number: ❑ No one available for inspection: Time �,� A !PM Re -Inspection required: Yes NM When corrections have been made, schedule for re -inspection online at. h ttp✓/www. ci. whea tridge. co. uslinspection Date: 7A &7?Qnspector: -s DO NOT REMOVE THIS NOTICE 01�7. A i CITY. OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: C Job Address: Z/20 WPermit Number: 2� i ! ► e_-9 Z_ -3 y ❑ No one available for inspection: Time /o .' M M Re -Inspection required: Yesoff® When corrections have been made sc�for re -inspection online t. p a http //www.ci.wheatridge.co.us4nspection Date:/�y/,?40?,Olnspector: -5 DO NOT REMOVE THIS NOTICE o z 3�� June 24, 2020 Camaro's Plus 6700 W 44th Avenue Wheat Ridge, Colorado Tel: (303) 420-62.29 Attention: Mr. Steve Pelletier Re: Construction Material Testing / Inspections Proposed. Building Addition at 6700 W 44th Avenue Wheat Ridge, Colorado Terradyne Project No.: C202028 Dear Sir: Terradyne Engineering, Inc. 15103 E. 17h Avenue, Suite E•' Aurow, Colorado 800i! Phone: 303.463. 931 Fax: 303.463.932: wwm terrad vnecom Terradyne Engineering, Inc. ("Terradyne") has reviewed our field reports regarding the MW F 4uniilet gi.the.above-mentioned project. Terradyne has provided services on Jany 11anti 2., 2-62b during the foundation excavation as well as foundation and slab rebar pincement at the subject project. The observation and materials testing services provided are as follows: � it i�UG4E.ii 7rs i �_ -� nate 1. en hole ins ate ection 06/09/10202. 1 Reinforcement bar inspection 06/12/2020 Professional opinion that all inspections performed by Terradyne are in general eQnfo*mance with the prclect plane an,i tl;e soll� lolls obsert=ed conform with a ubs F investigation report i.h th. s,., ,ur�ace We appreciate the opportunity to be of service to you on this project. If we can be of further ass;-tance on this or other,, - -;e tc, please it us at 303 -Aim 1 Respectfullv Submitted, I e.'raoneering b b' Irr . LY rtitC00 L/ l 161, 9. 53857 = Yoslef Arala, PE �y •0= 06,23120 Branch Manager �� i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address:�Z422 W 41"1 Ve, Permit Number: 0/!' C% 7- 3 ❑ No one available for inspection: Time Re -Inspection required: Yes, .� When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co, uslinspection Date: IZ,0767 Inspector: S DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division r (303) 235-2855 Office INSPECTION NOTICE Inspection Type: ®® 7 - Job Job Address: to- 7®0 Llv Permit Number: ;;P, ® /!? a ?__ Awe- 0--2, t -y 0 ❑ No one available for inspection: Time5��Pm Re -Inspection required: & No When corrections have been made, schedule for re -inspection online at. httpYlwww.ci.wheatridge.co.us inspection Date:/5 ? Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE - Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Foo -i "' Job Address: 6oO V1/ �.*7,--- s v� Permit Number: ❑ No one available for inspection: Time '�01-1 M Re -Inspection required: Yes When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. ushnspection Date: Inspector: .e-20 DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: F0677— Job Address: 0 %O iii y f 2¢-4 /A ve- Permit Number: Z 0l2V a 3 �� I ❑ No one available for inspection: Time ' D AM/PM Re -Inspection required:Yes No When corrections have been made, schedule for re -inspection online at: http //www.ci.wheatridge.co.uarinspection Date: f Z170,?c Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: G EJR, 1 Job Address: n ZQ L -V "-i�Z =At,-e, Permit Number: Z�0/'T Z_ 3 " P e— -/Z- A7 e ❑ No one available for inspection: Time $' -' AM V" Re -Inspection required: Yes ,No,) When corrections have been made, schedule for re -inspection online at: http://www.ci. wheatridge.co. ussrinspection Date:/�/�Z.V_lnspector: DO NOT REMOVE THIS NOTICE O a ° U) oLu OTIS STREET (50') VL c a ° -'-¢�+, o a a�Qw � Wj------=----CbpC17£7E�DBL7 NAER=====_� ------------------- Q b oZ� ----- UU / - —--------- oc—�—� cloUv Y -� J - v J ` a�-� - oc :-oc 1 W W O LLIbLu U�Cb LLI - �. v IF �r' >�'W��o w LLl(nJ Yom• - �- - v, Y _�, a� oU Z� II v - v_ I v. - i v f Q o o z;n m ¢ate �Z�© " U JVD',Vr n5 U6, vrY'. YI U p CTp O NU (i) q p ©W •!!dam tiCI.�J- fLij ~ ZZZZ ybbe. S: L j II t. V r4 CONCRETEW`YCONC • - _ T. { p aj O U O O it '4g,3:- Y'(>�•�` V r' 1 'm 715 ) p U C W V Ll LL O v, t• o'-iCONCRE d x w x C* vN O U b p Q PLANTER ' � : y.., 8 b b o p Y C ,ar a o as a C� Z Lu t= Z W 8' w/ slcN' . �. I. J a� ° U b o F- q Z p • �-s _.J .,ti °.r ;re:�' ° z Lb °' a o � Z O W W LLJ q) ��I ¢C _ I I I ': W.'.r 1 .§ � QL Q c U O z �- La` m I-_ O O r \ �I i ry�LiobJ r< k>; . ON£ STORY BRICK AND METAL BUILDING �; :;'I I y O O ���J :'1 Q a a) a o Z U W lu s°'I'bj I.,Z,`Y: U• i boo oc=OO�co 05 LUi1L� w b ca ACL (nU�CO ?- U p Q Z 4 co X LL OHO L' I —o I. ... � u °C a a as m 0 (o Lr q I� E tr L`- Z N I I <. '.. 4:' 4° O d b � C;_ LL � O q LvZtL1 I� Lu m- 4 ----- v a� � (n OE �=W LL U Li W w �.' :.;'. tT O 'e" 0 3 a °U q) c LLI U W P or N� W OIl Om Lr)Q Z W F- II �aa 75.r d" Q 4 °+ o U Z W %<L. J I- "�� W LL X pI N �.:' I N aC Cb° >,° JJ �gZU(n�SQ wftj I O O W cn 4 ° _ c U q r`7 Z W �•►�cd �� ;.' J° I� °' a� ao�i b o s Wq h � � O „ Jsotibj F:' j W 18 °o C _zC) I q O O O F (1c W U ( I �\4 ;•I � TWO STORY BRICK AND METAL BUILDING tB.5 a ' x U O COi F=UWUQ g� ---J v\�\� �Q)ovi� CL I- U W a g o_ r o'a aab d �Z © 0 k�� (n �a l.'I a _ujW `F U W 4 Lu .--.-L-- �' : : ° ani --_J o0-0 oIj CO W CONCRETE p ° LQ a `S N (n p W CD co W _ Q p �} p o N tl Y_ Y` t- m. h v. v J- I:..:.� a L .a� • a o a o�{I/f p " O O Q I- z N ao�®m II tv` J J W� v va v v, I. I a U �b p c2 p�� ptrl� boo a Co O O OO C��. O rl O o zs u I v- Y �y3o�do V- y J. I.:� t� �bTj it,� I �tG Js,,.. co �t cv O H O LLI Z q J --I > II a I by.ab?al- J -. 1. o b y b b °° O Q \ O CZ.. h J q `•-I O 0 LLJ 0 4 J Q II . _ ' V - o,ybor v v - ' '•!j?i-f,• p fd0 "' • V �� 3 Q..S v� °\ • '*4 $y, - �0 CO J CL U W O Z U _ �- O O x o 0 0 I y` J- ti- y o J =v ` F c a b ° i" tea '- Q� O O 7 J w Li z a m i Y' _ ,, v; Y s _ (x `� x v o a a, >� r © �N LL J LL W m _I L1 �q� v� Y i �� i�'iC >, s>` c C•C p dpi �1 •- Ci (i W c ,,, J v y ! r 00 J 0 �? " •• N ©O Z Z ,O ., �aL _._-_.--__----__- Y_- I c� c y ami svos c 1C±, p I- LLI cv LrJ O N W ♦--------------------_ �.�. tt �`; Z WZ p U-----------------��g -- _-_ ° C _. ` a a o .� z ca f- ( Lai Q I U Q CD Q q e- m �CONCRETE—�PUBLIC WALK �14i o Q Lli O W ;I c N rn Z Q ��m�®����ffim rn b w- ° p Lu 7 p LL U q _! ft cn N q 1 (n > > ° a 4� Irk �(, I J PIERCE STREET (VARIES) p D C CL �a�i� 2 c Qb a° O� c O O• a o U b +p PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Commercial Addition PERMIT - 201902346 *** CONTACTS *** OWNER (303)489-1872 GC (970)846-0989 SUB (303)455-5160 SUB (720)244-0560 201902346 ISSUED: 05/14/2020 6700 W 44th Ave EXPIRES: 05/14/2021 Commercial addition connecting 2 sides of building. Square footage: 1900 CAMAROS PLUS FRANK CEFARATTI DAVID J. BARBERO JOSEPH TORRES 190222 FJ PROGRESSIVE 018654 GOOD ELECTRIC SERVICE CO. 170008 TORRES PLUMBING & HEATING LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 420 / Storage Warehouse; 0 BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 90,000.00 FEES Total Valuation 0.00 Plan Review Fee 683.51 Use Tax 1,890.00 Permit Fee 1,051.55 ** TOTAL ** 3,625.06 *** COMMENTS *** *** CONDITIONS *** Approval from presiding fire department required prior to final building inspection sign -off. All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. The subdivision plat shall be recorded prior to issuance of a Certificate of Occupancy. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. Landscaping removed or damaged during construction must be replaced prior to final inspection. 41 11* i' i PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Commercial Addition PERMIT - 201902346 201902346 ISSUED: 6700 W 44th Ave EXPIRES: Commercial addition connecting 2 sides of building. Square footage: 1900 05/14/2020 05/14/2021 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the properly and am authorized to obtain this permit and perform the work described and approved in conjunction with this ppermit. I further attest that I am legally authorized to include alI entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in the permit application and accompanyingplans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Re uests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made -be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change, of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or gra ting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any ap ble code or ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of wheat P-41clicyt- CIO_M-M'LJNiT-y DEVELOPMENT Building & Inspection Services 7500 W. 29' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(aki.wheatridge.co.us FOR OFFICE USE ONLY Date: /1 A/) � / l9 Plan/Perm it#j � 7QQ V` / ✓ ✓ Plan Review Fee.� �57/ Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Owner 700 ( � l) _q �2U VP11I e j -i Nj' Phone: 30 3 - q S y - ) S 7e Property Owner Email: _S+-eA)e_n � e' l le -1 Er Tenant Name (Commercial Projects Only) ccu'V.C'AC'_g P( US Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: e� i( -I( nr "e'm) S 6 1 -S0q_ 30Se Architect/Engineer E-mail:G C'�1 tl C l"' �1 M o l Phone: Contractor Name: r� City of Wheat Ridge License #: Jq0 Z 7 Z_ Phone: I Contractor E-mail Address: +) 2 ('i?2CeSme n a 1. Ci✓,q'1 For Plan Review Questions & Comments (please print): /9C% CONTACT NAME (please print): 1-�^o rl k 1.��--C410J` Phone: 70 ` �� V ( � CONTACT EMAIL(please print): + lP f OA Cc' IvLL�,r I . C'o m Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: City License # Other City Licensed Sub: City License # Complete all highlighted fields, if applicable. COMMERCIAL ❑ RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, {proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. -p o (l — +ee 1 II-\ I\ f+ u sc owl 5 Co RK- -tc�(l o -P Z SA --s: k L' A4 R' 5 Sq. FULF f OC) BTUs/41 Gallons ! v Amps �� Squares For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type:rAd Construction Type: Occupancy Load: js�w Square Footage:i ft Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 40. IDS OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLEONE: (OWNER)((CONTRACTOR) Signature (first and last name): Printed Name: —4L---( G1 kl K ZONING COMMMKu" N Reviewer: BUILDING DEP TM T OMM NTS: Reviewe PUBLIC WORKS COMMENTS: Reviewer: REPRESENTATIVE) of (OWNER) (CONTRACTOR) DATE: 7 j DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: kL— lr TYPE Building Division Valuation: q0 Randy Slusser From: Randy Slusser Sent: Wednesday, December 11, 2019 11:06 AM To: 'FJ Progressive Builders Inc' Subject: RE: Plan review for new addition at 6700 W 44th Ave, Wheat Ridge Frank, The only question I have the use of the new addition. Sheet Al is classifying the use as a F1 (Factory/Industrial)occupancy. If this is used for storage, the classification would either be an S-1 for moderate hazard or S-2 for low hazard. Please have your architect address this question and revise sheet A-1 accordingly. Randy Slusser, CBO Chief Building Official Building Division Office Phone: 303-235-2803 i►� 1969 2019 From: F1 Progressive Builders Inc <frank@fjprogressive.com> Sent: Tuesday, December 10, 2019 3:35 PM To: Steve Ahuna <steveahuna@caaprofessionals.com> Cc: Randy Slusser <rslusser@ci.wheatridge.co.us>; FJ Progressive Builders Inc <frank@fjprogressive.com> Subject: Re: Plan review for new addition at 6700 W 44th Ave, Wheat Ridge Hello Steve and Randy Please see attached stamped letter from my soils engineer verifying the foundation pressure requirements are ok! Is there any other review comments you have for us? Thanks again On Fri, Nov 22, 2019 at 1:44 PM Steve Ahuna <steveahuna(a�caaprofessionals.com> wrote: Here you go Randy. Thanks, Steve On Tue, Nov 12, 2019 at 7:57 AM Randy Slusser <rslusser ,ci.wheatrid e.co.us> wrote: City of Wh6a %�ge- c, COOMALA 1UN[Ty DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM V Plumbing Subcontractor This form must be completed & signed by the PLUMBING SUBCONTRACTOR performing plumbing work on site. Subcontractor's and license must be up to date prior to permit issuance. 00 Project Address:ZKO.... N qW!��Ae, General Contractor: - '5 -(` (-Sr/,, t�` f �- WILL, NOT BE ACLEPTED WITH ANISSING IN R-MATI N Company Name: rOfJrS .4. Contact Phone #: 7Zd zIIY' 0S6Q Wheat Ridge Contractor License #: I ?OOO 2' (required field) State License #: d00 3 G--; Master License #: 101 k (� I % d Printed Name of Authorized.AQent Agent -77 15 Date ��_ City of SUBCONTRAdC OR AU 1 HORIZATION FORM I Electrical Subcontractor This forim must be completed & signed by the ELECTRICAL SUBCONTRACTOR performing electrical work on site. Sub'leontractor's insurance and license must be up to date prior to permit issuance. Project Address:(, General Contractor: Company Mime: Contact Phone Wheat Ridge Contractor License #:0I VI (required held) State Licens, #:�� Master Lic;eiise #: _Lor, ' A _&4e/ -o Printed Name of Authorized Agent nature of Authorized Agent Date �� CAA PROFESSIONAL BUILDING & SAFF.TY'ENGINEERINC INFRASTRUCTURE MANAGEMENT Plan Review Corrections 11-22-19 Owner: Camaro Plus Plan check No.: 6700 Location/Project: 6700 W. 44th Avenue Plan Checker: Steve Ahuna /CAA Wheatridge, CO 1. Soils report suggested a soil bearing pressure aolpsf. Design based on 1,500 psf. Please double check with soils engineer if 1,500 psf as designed is adequate. 2. Were load combos included - machinery and crane loads per ASCE 7-10 Sections 4.6.3 & 4.9? If any questions please call me 866-530-4980 or email steveahuna@caaprofessionals.com Thank you, Steve Ahuna CHARLES ABBOTT ASSOCIATES, INC. 27401 Los ALTOS • S(IITE 220 • MISSION V I E.10, CA 92691 TOLL FREE: (866) 530-4950 • PHONE: (949) 367-2650 • FAX: (949) 367-2852 \V\V\V.CG\APROFESSIONALS.COM City of f W heat N1109c CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required py ffcepted or processed. .¢ Date: ZS Project Address: ?©C, W "\ eve NOV Q Name of Firm/Individual submitting documents: 7(— q &-SStw Project Type/Description: 5;m" ( eap kap -o t,ox-,-�rC,,-cJ v I l di - > 97o -8y6- 0989 Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY and dp, b -y- my'signat�fre below, the project indicated!' ndicatedabove. Agency represented: (Please check one) West Metro Fire Protection Arvada Fire Protection o Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water Agency Notes: f _ n /f' c a duly authorized representative of the agency indicated below ge r -eipt of documents necessary for review and approval of o Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other c Signature: gency Rip s� qta ' e) / City of Wheat Kidge=1 CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DPMION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Appli i P , ,rated for submission without a completed Proof of Submission form from a required agency will l k processed. Date: O NOV 0 l 2019 NProject Address: 7w-6 79 o w Arp ----- Name of Firmlindividual submitting documents: 1--) W—Too iP Project Type/Description: N W 1 ` {e CIC' Q Gi 0--e `I'"( 0 Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented: (Please dwa one) o West Metro Fire Protection o Arvada Fire Protection o Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water xWheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other Agency Notes: i sAe, �j �u �,. 5 �.-..� �r � e,.� •. a� ,114-y -1 2.0) i Signature: �� M4 'J Ae17,/Date• t�! w `� L0/ / Agency Representative) [c-+ s UL±vitt(,, �jv3.�t/�Ftit._ MARTIN/MARTIN '00000e" CONSULTING ENGINEERS November 4, 2019 FS Progressive Builders Cantafio & Fischer Realty Mr. Frank Cefaratti 1901 Kipling St. Ste 240 Lakewood, CO 80215 970-846-0989 Email: frank@fjprogressive.com Re: Wheat Ridge Sanitation District — 6700 — 6790 W. 44th Ave Building Addition Dear Mr. Cefaratti, RECEIVED NOV 0 On behalf of the Wheat Ridge Sanitation District (WRSD/EJCSD), Martin/Martin Inc., acting as the District's Consulting Engineer, offers the following in response to the site plan received October 28, 2019, concerning a proposed addition to the existing buildings for storage use at the above referenced addresses. The Wheat Ridge Sanitation District has no objections with the proposed development conditional on the items identified herein are fully addressed. The following are general requirements for sanitary sewer service. Rules, Regulations and Standards of the District must be complied with at all times. The subject lot appears to be entirely within the service and boundary area of the Wheat Ridge Sanitation District. Treatment of sewage generated within the Wheat Ridge / East Jefferson County Sanitation District is provided by Metro Wastewater Reclamation District. Existine District Sanitary Sewer Mainlinels) Wheat Ridge Sanitation District has the following sanitary sewer mains in the vicinity of the proposed property: • 8 -inch mainlines running north to south in both Pierce Street and Otis, as well as an 8" main within 441h Ave running west to east within close proximity of the referenced property. Proposed Addition It is understood that the proof of submission form is for an addition that will be used strictly for storage. No wet utilities of any kind are indicated to be a part of the project. If the proposed addition requires any sanitary or water servicing or water meter upsizing, the District will need to review and approve plans prior to construction. If a water meter size increase takes place, the District must be informed immediately, and appropriate sanitary tap fees must be paid prior to acceptance. In addition, the District will require review to determine if an additional service connection and associated tap fee is required. Sand Oil Separator For commercial, and retail development where sand oil separators are required, proper sizing per District Standards, and Uniform Plumbing Code (UPC) is to be submitted for review and approval. Martin/Martin, on behalf of the Wheat Ridge Sanitation District, has not seen existing drawings and calculations for compliance with the District's Rules and Regulations. Additional federal, state and local jurisdictional requirements may apply. This proof of submission is also Conditional upon proper sand oil separator existing within the current establishment in accordance with the District Standards. j4t�2 �'d 3 MARTIN/MARTIN, INC. Ol 12499 WEST COLFAX AVENUE LAKEWOOD, COLORADO 80215 MAIN 303.431.6100 MARTINMARTIN.COM Wheat Ridge Sanitation District — 6700 — 6790 W. 44th Ave Building Addition November 4, 2019 The proposed concept documents are acceptable with the following comments: • It appears that information related to a sand oil separator is needed to verify the requirement of having one or the need to construct a separator. • A District representative shall observe the installation of each unit prior to backfilling and placing in service. = Each facility shall maintain records of their operation and maintenance of the unit(s), including a log of the amount of oil/sediment removed by the unit(s) and disposed of. • The District will continue to periodically observe these units to ensure that they are operated properly and receive the appropriate maintenance at the owner's cost/expense. Any fines associated with non-compliance of the standards and maintenance of the unit will also be the responsibility of the owner. • Submit layout and elevation alignment of domestic connection after interceptor. costs All costs involved are to be deposited in advance= engineering, reviews, design, legal, construction, observation and inspections — are the responsibility of the Owner/Developer at the then current rate fee structure. Please be aware of the following: 1. Deposit must be made prior to reviews and further coordination. Any questions regarding this document, please contact us at (303) 431-6100. Sincerely, Bill Willis, PE Cc: Mike Bakarich —Wheat Ridge Sanitation District Page 212 Pe EADU SURVEYING LAND CONSULTANTS , LLC P.O. BOX 2016, CO 80107 303-519-7015/FAX 303-940-4927 IMPROVEMENT LOCATION CERTIFICATE ATTEN: FRANK CEFARATTI JOB NO. 19-0400 DATE: 10/08/2019 FEE: $ 1200.00 CLIENT : FJ PROGRESSIVE ADDRESS: 6700 WEST 44TH AVENUE LEGAL DESCRIPTION (PER CLIENT) LOT 22 LILLIANS 1ST ADDITION, ACCORDING TO THE RECORDED PLAT THEREOF, COUNTY OF JEFFERSON, STATE OF COLORADO, EXCEPT THAT PORTION OF LOT 22 CONVEYED IN DEED RECORDED SEPTEMBER 10, 1968 1N BOOK 2046 AT PAGE 393. AND LOT 21, LIONEL SUBDIVISION, COUNTY OF JEFFERSON, STATE OF COLORADO. I SCALE 1"=40' LEGEND: x EXISTING FENCES O FOUND NAILI�TAG • FOUND #4 REBAR + FOUND CROSS OHE OVERHEAD ELEC On the basis of my knowledge, Information, and belief, I hereby certify that this Improvement location certificate was prepared for that it is not a Land Survey Plat or Improvement Survey Plat and that it is not to be relied upon for the establishment of fence, building, or other future Improvement lines. f further certify that the improvements on the above described parcel on this date, except utility connections, are entirely within the boundaries of the parcel, except as shown, that there are no encroachments upon the described premises by Improvements on any adjoining premises, except as indicated, and that there is no apparent evidence or sign of any easement crossing or burdening of any part of said parcel except as noted. "NOTICE. According to Colorado low you must commence any legal action based upon any defect In this survey within three years after you first discover such defect. In no event may any action based upon any defect in this survey be commenced more than ten years from the date of the certification shown hereon. ' Q.,P "' fie.. G� ILC IS BASED ON CONTROL, LINES OF POSESSION AND R.O.W.'s AS SHOWN. ACCORDING TO MY 10-8-19 f INTERPRETATION OF 'S" �. .�� 1 COLORADO LAW A BOUNDARY 'OqA� L��;}`� SURVEY IS RECOMMENDED, iic IS DRAWN USING WHICH MAY PRODUCE AI ANODES OR ,. BEARINGS EARRINGG S AND OIMENSipNS. DIFFERENT RESULTS. ALL TIES SHOWN s' TO PROPERTARE RICHARD E. HEINZ, P.L.S.#}6}16 MORE OR LESS 0 3q(e Dina Kemp From: FJ Progressive Builders Inc <fjprogressive@gmail.com> on behalf of Frank Cefaratti <frank@fjprogressive.com> Sent: Thursday, November 7, 2019 9:38 AM To: CommDev Contractors Subject: Fwd: 6700 W 44th MEP"s Frank Cefaratti 970-846-0989 FJ Progressive Buillders Inc. www.fjprogressive.com PO Box 12446 Denver CO 80212 1901 Kipling st. Lakewood CO 80215 Begin forwarded message: From: "Dean, Mark" <MDean@westmetrofire.org> Date: November 6, 2019 at 6:25:53 AM MST To: FJ Progressive Builders Inc <frank@fjprogressive.com>, CGM <moulton 1959@gmail. com> Subject: RE: 6700 W 44th MEP"s Frank, I talked with the building owner and got the exiting issue answered, still waiting on stamped plans. Once I get those I can issue the permit. Mark From: FJ Progressive Builders Inc [mailto:frank@fjprogressive.com] Sent: Thursday, October 31, 2019 12:16 PM To: Dean, Mark; CGM Subject: Re: 6700 W 44th MEP"s Hi Mark, yes I have a stamped set in paper... I've requested electronic stamp from the architect but to no avail, I have cc'd him on this email so hopefully he can send! Architect info: moulton1959A mail.com Carey Moulton 561-309-3052 Thank you On Thu, Oct 31, 2019 at 11:36 AM Dean, Mark <MDean(a&westmetrofire.org> wrote: Thanks. Do you have stamped architectural plans? Also, do you have contact info for the architect? From: F1 Progressive Builders Inc [mailto:frank fjprogressive.com] Sent: Thursday, October 31, 2019 11:12 AM To: Dean, Mark Subject: 6700 W 44th MEP"s Frank Cefaratti / 970-846-0989 www.fiprogressive.com FJ PROGRESSIVE BUILDERS INC. CANTAFIO & FISCHER REALTY MAIL: PO Box 12446 Denver, CO 80212 OFFICE: 1901 Kipling St ste 240 Lakewood, CO 80215 ! ! ! ! CAUTION: This email originated from outside West Metro Fire Rescue's email server. Do not click links or open attachments unless you recognize the sender and have positive sender verification of the purpose of this email. Never enter USERNAME, PASSWORD or sensitive information on linked pages from this email. ! ! ! ! 2 Frank Cefaratti / 970-846-0989 www, fivroaressive. com FJ PROGRESSIVE BUILDERS INC. CANTAFIO & FISCHER REALTY MAIL: PO Box 12446 Denver, CO 80212 OFFICE: 1901 Kipling St ste 240 Lakewood, CO 80215 ! ! ! ! CAUTION: This email originated from outside West Metro Fire Rescue's email server. Do not click links or open attachments unless you recognize the sender and have positive sender verification of the purpose of this email. Never enter USERNAME, PASSWORD or sensitive information on linked pages from this email. ! ! ! ! Ee�eers. 6ealogis►s 4 Fnvenw+menial 5cientistt December 10 2019 Terrarh�ueEngnreering,Ina ' IS -403 E. I7$' As-enue, Suite E Aurora, Colorado 80011 Phone: 303 46; 9317 Camaro's Plus Fav: 301463.9321 +iti�ti�:terra4I7t &com 6700 W 44t'' Avenue Wheat Ridge, Colorado Tel: (303) 420-6229 Attention: Mr. Steve Pelletier Re: Subsurface Exploration and Foundation Recommendations - Addendum Proposed Building Addition at 6700 W 44h Avenue Wheat Ridge, Colorado Terradyne Project No.: C181055 Dear Mr. Pelletier: Terradyne Engineering Inc. is pleased to submit this letter for foundation recommendations for shallow foundation as requested by the client on the subject project. All other recommendations in the original report (Terradyne Project No.: C181055, dated September 10, 2018) will remain in effect. The allowable soil bearing capacity can be increased to 1,500 psf, provided the site preparation guidelines are followed as given in "Section 9.2 Site Preparation" section of the original report Shallow spread footings for building columns and continuous footings for walls should be founded at a minimum depth of 3 feet below existing grade, on well compacted and proofrolled existing soil. For the increase in the bearing capacity to be valid, a representative of Terradyne Engineering, Inc. must witness the proofroll operation. We appreciate and wish to thank you for the opportunity to service you on this project. Please do not hesitate to contact us if we can be of additional assistance. Respectfully Submitted, Terradyne Engineering, Inc. ,t Yosief Araia, P.E. Branch Manager O 9i 53857 y� Yo s i of Digitally signed by Yosief W. Araia Date: 2019.12.10 W. Araia 15:10:16-07'00' City of Wheat Ridge �S V CIA 170-tiI Terradyne Engineering, Inc. C181055 Addendum NOV 0 1 2019 Subsurface Exploration and Foundation Analysis Proposed Building Addition at Camaro's Plus 6700 W 44th Avenue Wheat Ridge, Colorado Mr. Steve Pelletier Camaro's Plus 6700 W 44'h Avenue, Wheat Ridge, CO 80033 ne Project No.: C181055 Izl(l)( q gr September 10, 2018 1 403 E, 17th Avenin, Se to E • Aurcua, Colorado 80011 • Pty 303.4-53.9317 • Fax 303,463 9321 Trorrady e DEN, lnc. T+C/2/'z�l7Yh/C Engineers, Geologists A Environmental Scientists Terradyne DEN, Inc. 15403 E. 17th Avenue, Suite E Aurora, Colorado 80011 September 10, 2018 Phone: 303.463.9317 Fax: 303.463.9321 www.terradyne.com Steve Pelletier Camaro's Plus 6700 W 44th Avenue Wheat Ridge, Colorado Tel: (303) 420-6229 Attention: Mr. Steve Pelletier Re: Subsurface Exploration and Pavement Recommendations Proposed Building Addition at 6700 W 44th Avenue Wheat Ridge, Colorado Terradyne Project No.: C181055 Dear Mr. Pelletier: Terradyne DEN Inc. has completed a soil and foundation engineering report at the above referenced project site. The results of the exploration are presented in this report. We appreciate and wish to thank you for the opportunity to service you on this project. Please do not hesitate to contact us if we can be of additional assistance during the Construction Materials testing and Quality Control phases of construction. Respectfully Submitted, Very Truly Yours, Terradyne DEN, Inc. v� Yosief Araia, P.E. Branch Manager flRp,D0 UCt�41,,Nj, 9 0 53857 *k1V 0181055 Theophilus Maku, P.E. (Tx) Chief Engineer Environmental Engineering s Geotechnical Engineering 0 Construction Materials Testing 9 Civil Design TABLE OF CONTENTS Page 1.0 INTRODUCTION................................................................................................................................. 1 2.0 PROPOSED CONSTRUCTION............................................................................................................ 1 3.0 PURPOSE AND SCOPE OF SERVICES.............................................................................................. 1 5.0 GEOTECHNICAL INVESTIGATION.................................................................................................. 2 6.0 FOUNDATIONS ON EXPANSIVE SOIL.......................................................................................... 6 7.0 DESIGN ENGINEERING ANALYSIS............................................................................................... 8 8.0 FOUNDATION RECOMMENDATIONS........................................................................................... 9 9.0 CONSTRUCTION GUIDELINES....................................................................................................... 11 10.0 DRAINAGE AND MAINTENANCE............................................................................................... 15 11.0 LIMITATIONS..................................................................................................................................15 APPENDIX.................................................................................................................................................. Q APPENDIX A Site and Boring Location Plan Figure I Boring Log Figures 2 Key to Classifications and Symbols Figure 3 ' A EXECUTIVE SUMMARY The soil conditions at the proposed location of the building addition at 6700 W 44th Avenue, Wheat Ridge, Colorado were explored by drilling one soil boring B-1 to a depth of 15 feet. The proposed construction will consist of an addition between two (2) existing buildings. The addition will have a footprint area of less than 1000 square feet. Laboratory tests were performed on selected specimens to evaluate the engineering characteristics of various soil strata encountered in our boring. The results of our subsurface investigation indicate that the soils have low risk of potential heave movement at the proposed slab elevations. However, non -expansive uncontrolled fill was encountered in our boring which may imperil the performance of slab on grade. Detailed descriptions of subsurface conditions, engineering analysis, and design recommendations are included in this report. 081055 1.0 INTRODUCTION This report presents the results of our subsurface exploration for a proposed building addition located at 6700 W 44th Avenue, Wheat Ridge, CO 80033. The object of this investigation was to evaluate the physical properties of the soils underlying the site in order to provide recommendations for foundation, and retaining wall design, slab support and related earthwork for the structures. This geotechnical investigation was authorized by Mr. Steve Pelletier. 2.0 PROPOSED CONSTRUCTION Terradyne understands that the proposed project in this area consists of the construction an addition between two existing buildings. If the final construction plans vary from what has been assumed, please contact Terradyne for further evaluation as the revisions may affect the recommendations provided in this report. 3.0 PURPOSE AND SCOPE OF SERVICES The purpose of our geotechnical investigation was to evaluate the subsurface and groundwater conditions of the site and provide geotechnical engineering recommendations for the design and construction of the slab. Our scope of services includes the following: 1) Drilling and sampling of one boring B-1 to a depth of fifteen feet; 2) Evaluation of the in-place conditions of the subsurface soils through field penetration tests; 3) Observation of the groundwater conditions during drilling operations; 4) Performing laboratory tests such as Atterberg limits, swell/collapse tests and moisture C181055 content tests; 5) Review and evaluation of field and laboratory tests; 6) Compilation, generalization and analysis of the field and laboratory data according to the project requirements; 7) Preparation of recommendations for the design and construction of the pavement. 8) Consultations and members of the design team on findings and recommendations and the preparation of a written geotechnical engineering report for their use in the preparation of design and construction documents. The Scope of Services does not include an environmental assessment of the presence or absence of wetlands and/or hazardous or toxic materials in the soil, surface water, groundwater, or air, in the proximity of this site. Any statements in this report or on the boring logs regarding odors, colors or unusual or suspicious items or conditions are strictly for the information of the client. 4.0 SITE CONDITIONS The site is located at 6700 W 44th Ave, Wheat Ridge, Colorado. The project site is situated on a lot with between two existing buildings. The site is generally flat. Boring B-1 was drilled at approximate location shown on the attached boring location plan. An aerial map of the GPS location is included on Figure 1 in the Appendix. 5.0 GEOTECHNICAL INVESTIGATION The field exploration to determine the engineering characteristics of the subsurface materials included a reconnaissance of the project site, drilling the borings, performing standard penetration tests and obtaining undisturbed samples using a modified California sampler. A total of one soil C181055 f 3 boring was drilled at the site. Boring B-1 was drilled to depth of about 15 feet below the existing ground surface. Approximate location of the boring is shown on Figure 1 in the Appendix. The boring was performed with a drilling rig equipped with a rotary head. Conventional solid stem augers were used to advance the holes and samples of the subsurface materials were obtained using a standard 2.5 inch diameter modified California sampler. The samples were identified according to boring number and depth, encased in 2.5 inch diameter liners with caps and stored in polyethylene plastic wrapping to protect against moisture loss, and transported to our laboratory. 5.1 Field Tests and Measurements Penetration Tests: During the sampling procedures, penetration tests were performed in the borings using a Modified California sampler. The penetration value (N) is defined as the number of blows of a 140 -pound hammer, falling thirty inches, required to advance the Modified California sampler one foot into the soil. The sampler is lowered to the bottom of the drill hole and the number of blows recorded for each of the three successive increments of six inches penetration. The "N" value is obtained by adding the second and third incremental numbers. The results of the penetration tests indicate the relative density and comparative consistency of the soils, and thereby provide a basis for estimating the relative strength and compressibility of the soil profile components. Water Level Measurements: Groundwater was encountered during drilling operations at a depth of about 12 feet below existing grade. In relatively pervious soils, such as sandy soils, the indicated elevations are considered reliable groundwater levels. In relatively impervious soils, an accurate determination of the groundwater elevation may not be possible even after several days of C181055 observation. Seasonal variations, temperature and recent rainfall conditions may influence the level of the groundwater table and the volume of water encountered will depend on the permeability of the soils. 5.2 Field Logs A field log was prepared for the boring. The log includes information concerning the boring method, samples attempted and recovered, the presence of various materials (such as sandy clay, clayey sand, sand) and groundwater observations. It also includes an interpretation of the subsurface conditions between samples. Therefore, this log includes both factual and interpretive information. 5.3 Presentation of the Data The final log represents our interpretation of the contents of the field log and laboratory test results for the purpose delineated by our client. The final log is included on Figures 2 in the Appendix. A key to classification terms and symbols used on the log is presented on Figure 3. 5.4 Laboratory Testing Program In addition to field exploration, a supplemental laboratory testing program was conducted to determine additional pertinent engineering characteristics of the subsurface materials that are necessary to evaluate the soil parameters. All phases of the laboratory testing program were performed in general accordance with the indicated applicable ASTM Specifications. In the laboratory, each sample was examined and classified by a geotechnical engineer. As a part of this classification procedure, the natural water content of selected specimens was determined. Liquid C18105 and Plastic Limit tests were performed on representative specimens to determine the plasticity characteristics of the different soil strata encountered. The following tests, presented in Table No. 1, were conducted in the laboratory to evaluate the engineering characteristics of the subsurface materials. The results of these tests are presented on the appropriate boring logs and Laboratory Soil Test Data Table in the Appendix. Table No. 1 Type of Test Specifications Natural Moisture Content ASTM D2216 Atterberg Limits ASTM D4318 % Passing No. 200 Sieve ASTM Dl 140, D422 Swell/Collapse Potential ASTM D4546 Method C 5.5 General Subsurface Conditions The soils underlying the site may be grouped into one generalized strata with similar physical and engineering properties. The soil stratigraphy at the boring locations are presented in the Boring log, figure 2 at the appendix section. The engineering characteristics of the underlying soils, based on our field and laboratory test results, are summarized and presented in Table No. 2. Table No. 2 Stratum Depth Range Liquid Plasticity Groundwater Blows Per Limit Range Level Feet Index Foot 1. Clayey Sand 0 to 15 feet 22-23 9 12 feet 8 The above description generally highlights the major soil stratification features and soil characteristics. The test boring logs should be consulted for specific information at the boring locations. C18105 Groundwater was encountered in our boring during drilling operations. However, groundwater levels will fluctuate with seasonal climatic variations and changes in the land use. The low permeability of the soils may require several days for groundwater to enter and stabilize in the boreholes. It is not unusual to encounter shallow groundwater during or after periods of rainfall. Surface water tends to percolate through the surface until it encounters a relatively imperious layer. 6.0 FOUNDATIONS ON EXPANSIVE SOIL There are many plastic clays that swell when water is added to them and shrink when water is removed. Foundations constructed on these clays are subjected to large uplifting forces caused by the swelling. Two factors contribute to potential shrink -swell problems within a building site. Problems can arise if a) the soil has expansive or shrinkage properties or b) environmental conditions cause the moisture levels in the soil to change. Evaluation of the Shrink -Swell Potential of the Soils: Subsurface sampling, laboratory testing and data analysis is used to evaluate the shrink -swell potential of the soils under the foundations. The Mechanism of Swelling: The mechanism of swelling in expansive clays is influenced by a number of factors. The expansion in clays is a result of changes in the soil -water system that disturbs the internal stress equilibrium. Clay particles have negative electrical charges on their surfaces and positively charged ends. The negative charges are balanced by actions in the soil - water and give rise to an electrical interparticle force field. In addition, adsorptive forces exist between the clay crystals and water molecules, and Van Der Waals surface forces exist between particles. Thus, there exists an internal electro -chemical force system that must be in equilibrium with the externally applied stresses and capillary tension in the soil water. If the soil -water chemistry is altered, either by changing the amount of water or chemical composition in the soil, the inter -particle force field will change. If the change in internal forces is not balanced by a corresponding change in the state of stress, the particle spacing changes until equilibrium is reached. This change in particle spacing manifests itself as a shrinkage or swelling. Antecedent Rainfall Ratio: This is defined as the total monthly rainfall for the current and previous months prior to laying the slab, divided by twice the average monthly rate measured for the period. The intent of this ratio is to give a relative measure of ground moisture conditions at the time the slab is placed. Thus, if a slab is placed at the end of a wet period, the slab shall be expected to experience some loss of support around the perimeter as the wet soil begins to dry out and shrink. C181055 The opposite effect could be anticipated if the slab is placed at the end of an extended dry period; as the wet season occurs, uplift around the perimeter may occur as the soil at the edge of the slab gains in moisture content. Age of Slab: The length of time since the slab was cast provides an indication of the type of swelling the soil profile may have beneath the slab. Initial Moisture Condition and Moisture Variation: A volume change in an expansive soil mass is the result of increases or decreases in water content. The initial moisture content influences the swell and shrink potential of a soil. However, moisture content alone is useless as an indicator or predictor of shrink -swell potential. The relationship between moisture content and other soil characteristics, such as the Plastic Limit and Liquid Limit, must also be known. If the moisture content is below or near the Plastic Limit, the soils may have a high potential to swell. Expansive soils with Liquidity Index' in the range of 0.20 to 0.40 tend to experience little additional swell. The availability of water in an expansive soil profile is influenced by many environmental and manmade factors. Generally, the upper few feet of the profile are subjected to the widest ranges of moisture variation, and are the least restrained from movement by overburden. This upper stratum of the profile is referred to as the active zone. Moisture variation in the active zone of a natural soil profile is affected by climatic cycles at the surface and fluctuating groundwater levels at the lower moisture boundary. The superficial boundary moisture conditions are changed by placing a barrier, such as a building floor slab or pavement, between the soil and atmospheric environment. Other causes of moisture variation result from altered drainage conditions or manmade sources of water, such as irrigation or leaky plumbing. The latter factors are difficult to quantify and incorporate into the analysis, but shall be controlled to the extent possible for each situation. For example, proper drainage and attention to landscaping are simple means of minimizing moisture fluctuations near structures, and shall always be taken into consideration. Manmade Conditions That Can Be Altered: There are a number of factors that can influence whether a soil might shrink or swell and the magnitude of this movement. For the most part, the owner and/or designer have some control over whether these factors can be avoided, and if not avoided, the degree to which these factors may influence the shrink -swell process. Lot Drainage: How a lot is graded affects the accumulation of surface water around the slab. Most builders are aware of the importance of grading the soil away from the structure so that rainwater does not collect and pond adjacent to the foundation. If allowed to accumulate next to the foundation, LIQUIDITY INDEX - NATURAL WATER CONTENT- PLASTIC LIMIT LIQUID LIMIT- PLASTIC LIMIT 081055 water may infiltrate the expansive soils underlying the foundation, which could cause the foundation to settle. Similarly, runoff from surface water drainage patterns and swales must not collect adjacent to the foundation. Toporaphy: As it swells, soil heaves perpendicularly to the ground surface or slope, but as it shrinks, it recedes in the direction of gravity and gradually moves downslope in a sawtooth fashion over a number of shrink -swell cycles. In addition to this shrink -swell influence, soil will exhibit viscoelastic properties and creep downhill under the steady influence of the weight of the soil. Therefore, to avoid a structure constructed on this slope from moving downhill with the soil, it must be designed to compensate for this lateral soil influence. Pre -Construction Ve etg ation: A large amount of vegetation, especially large trees, on a site prior to construction may have desiccation at the site. Constructing over a desiccated soil can produce some dramatic instances of heave and associated structural distress and damage as it becomes wet. Post -Construction Vegetation: The type, amount, and location of vegetation that has grown since construction can cause localized desiccation. Planting trees or large shrubs near a building can result in the loss of foundation support as the vegetation robs moisture from the foundation soil. Conversely, the opposite effect can occur if flowerbeds or shrubs are planted next to the foundation and these beds are kept well -watered or flooded. This practice can result in swelling of the soil around the perimeter where the soil remains wet. Summation: It is beyond the scope of this investigation to do more than point out the factors that may influence the amount and type of swell a slab -on -grade foundation may be subjected to during its lifetime. The design engineer must be aware of these factors in developing his design, using his engineering experience and judgment as a guide. 7.0 DESIGN ENGINEERING ANALYSIS Foundation Design Considerations: Review of the borings and test data indicates that the factors presented on the following page will affect the foundation design and construction at this site: 1) The site is underlain by subsoils of low expansive at shallow depths. Structures supported at shallow depths will be subjected to potential heave on the order of 1 inch. 2) The strengths of the underlying soils are adequate to support shallow or deep foundations. 3) Groundwater was encountered in our borings at the time of the subsurface exploration phase at a depth of about 12 feet below grade. 081055 Structural Information:. Based on the information provided, it is understood that the proposed building addition will be one-story structure constructed between the two existing buildings at the site. These structures are expected to create moderate loads to be carried by the foundation systems. The walls of the existing structures will be used in conjunction with the new grade beam and slab construction in the vicinity of the building addition. It is assumed that the maximum column loads will not exceed 5 kips, while maximum exterior wall loading will be in the range of one kip per foot. Our boring encountered uncontrolled fill at the site, if over excavation and select fill replacement is used to reduce effect of settlement from previously placed uncontrolled fill at the site, the bottom of excavation shall be drained properly and any select fill placement outside of the slab perimeter should be covered with at least one foot of relatively impermeable clay. The excavation should not act as a "bathtub" and hold water in the event any accidental source of water enters the excavation. Care should be taken not to excavate beneath the footings of existing buildings. If the existing grade has to be raised to attain the finish grade elevation, select fill shall be placed, compacted and tested for compaction compliance by Terradyne. 8.0 FOUNDATION RECOMMENDATIONS It is understood that a shallow foundation system is intended to support the building provided the site preparation guidelines are followed as given in "Section 9.2 Site Preparation" section of this report to ameliorate the effect of the loose soil encountered at the site. Shallow spread footings for building columns and continuous footings for walls should be founded at a minimum depth of 3 feet below existing grade in the proofrolled existing soil. Shallow foundations bearing at this depth can be sized for an allowable bearing capacity of 1,000 psf. Spread and continuous footings should have minimum widths of 24 inches and 18 inches, respectively, even if the actual bearing pressure is less than the design value. Spread footing with a width no greater than 8 feet, should experience a total settlement of less than one inch. 8.1 Slab Construction A slab -on -grade floor system is intended for the floor slab for this project. For slab -on -grade structure, in order deleterious effect of settlement, we recommend the subgrade be proof rolled beneath the plan area of the structure and to a distance of at least five feet beyond the perimeter of the structure. For subgrade prepared as recommended in Section 9.2 of this report and properly compacted, an estimated subgrade modulus of 100 pounds per cubic inch (pci) can be used in the grade supported slab design based on a 1 foot x 1 foot plate load test. Floor Slabs within the superstructure may be ground supported provided the potential vertical movements will not impair performance of the floor system. Ground supported floor slabs could C181055 be doweled to the perimeter grade beams. Doweled slabs that are subjected to heaving will typically crack and develop a plastic hinge along a parallel line located approximately 5 to 10 feet inside the grade beams. The floor slab may be cast independent of the grade beams, interior columns and partitions. These slabs should experience cracking of lower magnitude, but may create difficulties at critical entry points, such as doors. A "trip hazard" could result due to resulting differential movements at entryways and difficulty in opening and closing doors could develop. We recommend placement of a polyethylene moisture barrier underground supported floor slabs to reduce the possibility of moisture migration through the slab. 8.3 Utilities Utilities that project through slab -on -grade floors shall be designed with either some degree of flexibility or with sleeves in order to prevent damage to these lines should vertical movements occur. 8.4 Contraction, Control and/or Expansion Joints Contraction, control and/or expansion joints shall be designed and placed in various portions of the structure. Properly planned placement of these joints will assist in controlling the degree and location of material cracking that occurs due to soil movements, material shrinkage, thermal affects and other related structural conditions. 8.5 Lateral Earth Pressure Some retaining walls may be needed at this site. The equivalent fluid density values were evaluated for various backfill materials. These values are presented in Table No. 4. Table No. 4 Backfill Material Equivalent Fluid Density, PCF Active Condition At Rest Condition Passive Condition a. Crushed Limestone 40 60 530 b. Clean Sand 40 60 360 c. Select Fill (PI < 15) 65 85 265 These equivalent fluid densities do not include the effect of seepage pressures, surcharge loads such as construction equipment, vehicular loads or future storage near the walls. If the basement wall or cantilever retaining wall can tilt forward to generate "active earth pressure" condition, the values under active condition shall be used. For rigid non -yielding walls which are CI8105 part of the building, the values" at rest condition" shall be used. The compactive effort shall be controlled during backfill operations. Over compaction can produce lateral earth pressures in excess of at rest magnitudes. Compaction levels adjacent to below -grade walls shall be maintained between 95 and 98 percent of standard Proctor (ASTM D698) maximum dry density. The backfill behind the wall shall be drained properly. The simplest drainage system consists of a drain located near the bottom of the wall. The drain collects the water that enters the backfill and this may be disposed of through outlets along the base of the wall. To insure that the drains are not clogged by fine particles, they shall be surrounded by a granular filter. In spite of a well - constructed toe drain, substantial water pressure may develop behind the wall if the backfill consists of clays or silts. A more satisfactory drainage system, consisting of a back drain of 12 inch to 24 inches width gravel may be provided behind the wall to facilitate to drainage. The maximum toe pressure for wall footings founded a minimum depth of 12 inches into the clay soils shall not exceed 1,000 pounds per square foot. An adhesion value of 290 pounds per square foot shall be used to check against sliding for wall footings bearing on clay 9.0 CONSTRUCTION GUIDELINES 9.1 Construction Monitoring As Geotechnical Engineer of Record for this proiect, Terradyne, shall be involved in monitoring the pavement installation and earthwork activities. The performance of any pavement system is not only dependent on the design, but is strongly influenced by the quality of construction. Prior to construction, please contact our office so that a Pavement and Earthwork Monitoring Plan can be incorporated into the Proiect Quality Control Program. 9.2 Site Preparation In any areas where soil -supported floor slabs or pavement are to be constructed, vegetation and all loose or organic material shall be stripped and removed from the site. Subsequent to stripping CI81055 operations, the subgrade shall be proofrolled to identify soft zones. Any soft zone detected shall be removed to a firm subgrade soils and replaced with compacted suitable soils to reach subgrade level. Upon the acceptance of proofrolling operations the subgrade shall be scarified to a minimum depth of 8 inches, moisture conditioned and compacted to a minimum 95 percent of maximum dry density as determined by ASTM D 698, between optimum and 4 percentage points above of optimum moisture content. The exposed subgrade shall not be allowed to dry out prior to placing structural 9.3 Drainage Groundwater was not encountered on the borings during drilling operations. However, minor groundwater seepage may be encountered within the proposed pavement and grading excavations at the time of construction, especially after periods of heavy precipitation. Small quantities of seepage during construction may be removed by conventional sump and pump methods of dewatering. 9.4 Temporary Drainage Measures Temporary drainage provisions shall be established to minimize water runoff into construction areas. If standing water does accumulate, it shall be removed by pumping as soon as possible. Adequate protection against sloughing of soils shall be provided for workers and inspectors entering the excavations. This protection shall meet OSHA and other applicable codes. 9.5 Temporary Construction Slopes Temporary slopes on the order of 1 H to IV may be provided for excavations through clays. Fill slopes on the order of IH to IV may be used provided a) the fill materials are compacted, as C181055 13 recommended, and b) the slopes are temporary. Fill slopes shall be compacted. Compacting operations shall be continued until the slopes are stable but not too dense for planting on the slopes. Compaction of the slopes may be done in increments of 4 to 6 -feet in fill height or for shallow fills, until fill reaches its' total height. 9.6 Select Structural Fill Select fill material used at this site shall be clayey sand (SC), lean clay with gravel (CL) or clayey gravel (GC) with maximum liquid limit of 35 percent and plasticity index (PI) between 5 and 20. The fill shall be compacted to at least 95 percent of the maximum dry density as determined by ASTM D 698, within ± 2 percentage points of optimum moisture content. 9.7 Groundwater In areas where significant cuts (2 -feet or more) are made to establish final grades, attention shall be given to possible seasonal water seepage that could occur through natural cracks and fissures in the newly exposed stratigraphy. Subsurface drains may be required to intercept seasonal groundwater seepage. The need for these, or other dewatering devices shall be carefully addressed during construction. Our office could be contacted to visually inspect final pads to evaluate the need for such drains. Groundwater seepage may occur several years after construction if the rainfall rate or drainage changes in the vicinity of the project site. If seepage runoff occurs towards the pavement, an engineer shall be contacted to evaluate its' effect and determine whether French drains are required at the location. 081055 14 9.8 Control Testing and Field Observation Subgrade preparation and select structural fill placement shall be monitored by the project geotechnical engineer or his representative. As a guideline, at least one in-place density test shall be performed for each 2,500 square feet of compacted surface lift. A minimum of three density tests shall be performed on the subgrade or per lift of compaction. Any areas not meeting the required compaction shall be re -compacted and retested until compliance is met. 9.9 Earthwork and Pavement Acceptance Exposure to the environment may weaken the soils at the pavement bearing level if the excavation remains open for long periods of time. Therefore, it is recommended that all road excavations be extended to final grade and the footings constructed as soon as possible to minimize potential damage to bearing soils. The pavement bearing level shall be free of loose soil, ponded water or debris sand, and shall be inspected and approved by the geotechnical engineer or his representative prior to concreting. If bearing soils are softened by surface water intrusion during exposure or by desiccation, the unsuitable soils must be removed from the subgrade excavation and replaced prior to placement of pavement material. Subgrade preparation and fill placement operations shall be monitored by the geotechnical engineer or his representative. As a guideline, at least one in-place density test shall be performed for each 2,500 square feet of compacted surface lift. Any areas not meeting the required compaction shall be recompacted and retested until compliance is met. 081055 IS 10.0 DRAINAGE AND MAINTENANCE Final drainage is important for the performance of the proposed pavement. Landscaping, plumbing, and downspout drainage is also important. It is vital that all drainage be transported away from the pavement so that water does not pond around it, which can result in a soil volume change underneath the pavement. Large trees and shrubs shall not be planted in the immediate vicinity of the pavement, since root systems can cause a substantial reduction in soil volume in the vicinity of the trees during dry periods. Trench backfill for utilities shall be properly placed and compacted, as outlined in this report, and in accordance with the requirements of local City, County and/or State Standards. Since granular bedding backfill is used for most utility lines, the backfilled trench shall be prevented from becoming a conduit and allowing an access for surface or subsurface water to travel toward the new pavement. Concrete cut-off collars or clay plugs shall be provided where utility lines cross pavement lines to prevent water from traveling in the trench backfill and entering beneath the pavement. 11.0 LIMITATIONS The analysis and recommendations submitted in this report are based upon the data obtained from the boring drilled at the site. This report may not reflect the exact variations of the soil conditions across the site. The nature and extent of variations across the site may not become evident until construction commences. If variations appear evident, it will be necessary to re-evaluate our recommendations after performing on-site observations and tests to establish the engineering significance of any variations. The project geotechnical engineer should review the final plan for C181055 the proposed pavement, so that he may determine if changes in the pavement recommendations are required. The project geotechnical engineer declares that the findings, recommendations or professional advice contained herein have been made and this report prepared in accordance with generally accepted professional engineering practice in the fields of geotechnical engineering and engineering geology. No other warranties are implied or expressed. This report is valid until site conditions change due to disturbance (cut and fill grading) or changes to nearby drainage conditions or for 3 years from the date of this report, whichever occurs first. Beyond this expiration date, Terradyne shall not accept any liability associated with the engineering recommendations in the report, particularly if the site conditions have changed. If this report is desired for use for design purposes beyond this expiration date, we highly recommend drilling additional borings so that we can verify the subsurface conditions and validate the recommendations in this report. This report has been prepared for the exclusive use of Camaro's Plus for the specific application to the proposed Pavement located at 6700 W 44th Avenue, Wheat Ridge, CO 80033. C181055 APPENDIX C181055 I t r-%pw--lmr7l (D POO Jn Alutude Salon W 44th Ave 9 -P m Site and Boring Location Plan Proposed Paving at Camaro's Plus 6700 W 44th Ave, Wheat Ridge, CO 80033 16700 West 44th Avenue Terradyne DEN, Inc. 15403 E 17th Avenue, Suite E Aurora, CO 80011 303-463-9317 m Scale: ure 1 Project No: Project: Carl Plus Log Of Boring B-1 Project Location: 6700 W 44th Ave, Wheat Ridge, CO 80033 Sheet 1 of 1 Terradyne Project Number: C181055 Date(s) August 17 Drilled Drilling Solid Stem Auger a Total Depth 30 feet bgs Method of Borehole Drill Rig Big Beaver Approximate Type Surface Elevation Groundwater Level12' BGS and Date Measured Sampling Auger, California Method(s) > a) in Borehole Backfill Yes, with native soil Location See Figure 1 Figure a 3 0 a -0 o n > a) in o CL U o o m c o rn o o a�j H N y J Ok CIA a> 3 0 U >= 0)c o E v CL a' m D i " o y REMARKS AND o cn z 4t:, a MATERIAL DESCRIPTION 3 p ti -J a a OTHER TESTS 0 Clayey Sand, Loose, Moist, Light Brown, SC 8 11 25.0 23 14 9 Loose 5 8 12 25.6 Loose 8 28 44.8 22 13 9 Swell -0.10% 10 GLV 15-129 20- 25- 02s30 30— 47.5 Bottom of Boring Figure 2 Project: Camaros Plus Key to Log of Boring Project Location: 6700 W 44th Ave, Wheat Ridge, CO 80033 Sheet 1 of 1 Terradyne Project Number: C181055 o N in O (n p N U z Al � a U> --1 U O 'L5 MATERIAL DESCRIPTION o C U � U o 0 N N p N cu n.- J J J d a U D REMARKS AND OTHER TESTS 1 2 3 4 J' 7 L8J 9 1 11 [1A 1 1 COLUMN DESCRIPTIONS 1 Depth (feet): Depth in feet below the ground surface. ❑9 Passing #200 Sieve, %: The percent fines (soil passing the No. 2 Sample Type: Type of soil sample collected at the depth interval 200 Sieve) in the sample. shown. LL, Liquid Limit, expressed as a water content F3 N=blows/ft (SPT) T=inches/100 blows (THD): N: Number of blows 1 PL, %: Plastic Limit, expressed as a water content. to advance SPT sampler 12 inches or distance shown, OR T: PI, %: Plasticity Index, expressed as a water content. Penetration in inches of THD Cone for 100 blows 4 UC, tsf: Unconfined compressive strength. ® PP (tsf): The Relative Consistency of the soil, measured by Pocket 11 REMARKS AND OTHER TESTS: Comments and observations Penetrometer in tons/square foot regarding drilling or sampling made by driller or field personnel. F5 Graphic Log: Graphic depiction of the subsurface material encountered. © MATERIAL DESCRIPTION: Description of material encountered. May include consistency, moisture, color, and other descriptive text. 71 Water Content, %: Water content of the soil sample, expressed as percentage of dry weight of sample. ® Dry Unit Weight, pcf: Dry weight per unit volume of soil sample measured in laboratory, in pounds per cubic foot. FIELD AND LABORATORY TEST ABBREVIATIONS SPT: Standard Penetration Test PL: Plastic Limit, percent THD: Texas Dept. of Transportation Cone Penetrometer Test PI: Plasticity Index, percent LL: Liquid Limit, percent PP: Pocket Penetrometer UC: Unconfined compressive strength test, Qu, in ksf TYPICAL MATERIAL GRAPHIC SYMBOLS Clayey SAND (SC) a TYPICAL SAMPLER GRAPHIC SYMBOLS OTHER GRAPHIC SYMBOLS m Grab Sample 2 -inch -OD unlined split Shelby Tube (Thin-walled, Water level (at time of drilling, ATD) N spoon (SPT) fixed head) Water level (after waiting) I Rock Core , THD Cone Minor change in material properties within a stratum a - Inferred/gradational contact between strata 2 ? Queried contact between strata E U o GENERAL NOTES 1: Soil classifications are based on the Unified Soil Classification System Descriptions and stratum lines are interpretive, and actual lithologic changes may be a gradual. Field descriptions may have been modified to reflect results of lab tests. 2: Descriptions on these logs apply only at the specific boring locations and at the time the borings were advanced. They are not warranted to be representative o of subsurface conditions at other locations or times. 0 c 0 D W N C N N N TERRAOYKE FOUNDATION CALCULATIONS 41'x37' Metal Building MVE #181017 ECENE COLORADO CONSTRUCTION CO. LLC Wheat Ridge, Colorado # 201 31 (o Foundation Design by: MOUNTAIN VIEW ENGINEERING, INC. 345 No, Main, Suite A Brigham City, Utah 84302 Phone (435) 734-9700 Fax (435) 734-9519 • City of tWhV �t ictge CoMMI SNI IY l '+VLII .i r.11 N I APPk0VC1) Reviewed for Code Compliance (Qs 1qe- C4A 12 i 1 4 Plans Examiner u. re 11�dk3to+oermN::he�ssuonrr ojopermitorapprovW oJrAoas s�•e. Jscabons and aampuratiom shoe not be a p"mst fa , of on oop►ovot of om vsot000n to any of the provisiwa of the buriding code a( o/ QW Coy ordlwnces. permit Prow" to give 001006ty to "am of dente+ the owslo u of the 0 codes or otter+ ordinoraors Of the City sha11 not be "" 0' R, 22379,'' /[VAL Et�.�` r 4 pages of Calculations IsMOUNTAIN VIEW ENGINEERING, INC. Job: MVE #181017 SUNWARD STEEL BUILDINGS 345 No. Main, suite n . Brigham city, Utah 84302 Subject: COLORADO CONSTRUCTION CO. LLC Phone (435) 734-970D Fox (435) 734-9519 Building Descr: 41'x37' Metal Building Location: Wheat Ridge, Colorado DESIGN CRITERIA: Ground Snow Load 30 psf Roof Snow Load 30 psf Roof Live Load 20 psf Roof Collateral Load 1 psf Code: 2015 IBC SDs 0.202 Wind Speed 135 mph Seismic Design Category B Exposure C Site Class D Importance Factor 1 Other Loads: Soil Bearing 1500 psf (assumed) Frost Depth 36 inches Notes: Reactions per SUNWARD STEEL BUILDINGS drawings. Concrete and Reinforcement: Concrete Strength 3000 P.S.I. for Foundations 3500 P.S.I. for Slabs 2500 P.S.I. Used for design, no special inspection required. Rebar - ASTM A615 grade 60 Page: 1 Date: 12/18/18 By: JVL MOUNTAIN VIEW Page: 2 ENGINEERING, INC. Job: MVE #181017 SUNWARD STEEL BUILDINGS Date: 12/18/18 345 No. Main, Suite A . Brigham city, Utah 84302 Subject: COLORADO CONSTRUCTION CO. LLC By: JVL Phone (435) 734-9700 Fax (435) 734-9519 Description: 41'x37' Metal Building Location: Wheat Ridge, Colorado Sidewall Footing (Line 2 / Grid B) PDIL = 19.4 kips Note: Reactions from wind bent will fall on this footing also, so the reactions used for the FH = 8.7 kips axial footing design are cumulative. Uplift = 8.6 kips Check Soil Bearing Allowable Pressure = 1500 psf B req'd = 3.59 ft Horizontal Force Use rebar hairpins to resist horizontal force. As req'd = 0.21 in2 L req'd = 5.5 ft - reinf. slab (6x6 W1.4xW1.4 min.) L req'd = 8.7 ft - unreinforced slab Use 4.0 ft2 x 12 inch deep footing reinforced with (6) #4 bars each way. q = 1211 psf OK Use # 5 hairpin w/ 10 foot legs. Design uplift = 8.6 kips Weight of Footing and Soil = 7.35 kips Slab Thickness = 4 inches Weight of Concrete Slab = 2.07 kips Depth to top of Ftg. = 30 inches Weight of Foundation Wall = 3.50 kips OS Conc. to CL Footing = 14 inches Total = 12.92 kips Length of Wall for Uplift = 18 feet Wall Thickness = 8 inches Factor of Safety = 1.51 > 1.0 OK Endwall Footings Adjacent to Existing Foundation (Line 1 1 Grid A.1) PDIL = 13.2 kips FH = 0.0 kips Note: Drill and epoxy all short direction reinforcing into existing foundation 6" min. Uplift= 5.6 kips Check Soil Bearing Use 3.0 x 5.0 ft x 20 inch deep footing Allowable Pressure = 1500 psf reinforced with (5) #5 bars short direction A req'd = 8.8 ft^2 and (4) #5 bars long direction q = 880 psf OK Horizontal Force Use rebar hairpins to resist horizontal force. Uplift As req'd = 0.00 in2 L req'd = 0.0 ft - reinf. slab (6x6 W1.4xW1.4 min.) L req'd = 0 ft - unreinforced slab Design uplift= 5.6 kips Slab Thickness = 4 inches Depth to top of Ftg. = 4 inches OS Conc. to CL Footing = 12 inches Use # 4hair in w/ foot le s. Weight of Footing and Soil = 3.75 kips Weight of Concrete Slab = 2.25 kips Total = 6.00 kips Factor of Safety = 1.1 > 1.0 OK MOUNTAIN VIEW Page: 3 ENGINEERING, INC. Job: MVE #181017 SUNWARD STEEL BUILDINGS Date: 12/18/18 345 No. Main, surte n . Brigham city, Utah e4W2 Subject: COLORADO CONSTRUCTION CO. LLC By: JVL Phone (435) 734-9700 • Fax (435) 734-9519 Description: 41'x37' Metal Building Location: Wheat Ridge, Colorado Sidewall Footings Adiacent to Existing Foundation (Line 2 / Grid A) Pp+L = 19.4 kips *Note: Portal Frame reactions will fall on the same footings, so reactions used for footing FH = 8.7 kips design are cumulative, with the footing centered as indicated below. Uplift = 8.6 kips Note: Drill and epoxy all short direction reinforcing into existing foundation 6" min. Check Soil Bearing Allowable Pressure = 1500 psf A req'd = 13 ft^2 Horizontal Force Use rebar hairpins to resist horizontal force. Uplift As req'd = 0.21 in2 L req'd = 5.5 ft - reinf. slab (6x6 W1 AxW1.4 min.) L req'd = 8.7 ft - unreinforced slab Design uplift= 8.6 kips Slab Thickness = 4 inches Depth to top of Ftg. = 30 inches OS Conc. to CL Footing = 12 inches Use 3.0 x 7.5 ft x 12 inch deep footing reinforced with (8) #5 bars short direction and (4) #5 bars long direction q = 861 psf OK Use # 5 hairpin w/ 10 foot legs. Weight of Footing and Soil = 8.25 kips Weight of Concrete Slab = 2.88 kips Total = 11.13 kips Factor of Safety = 1.3 > 1.0 OK Corner Footings Adjacent to Existing Foundation (Line 1 / Grid B and Line 4 / Grids A & B) PD+L = 9.8 kips *Note: Portal Frame reactions at Line 1 / Grid B will fall on the same footings, so reactions FH = 4.0 kips used for footing design are cumulative, with the footing centered as indicated below. Uplift = 4.2 kips Note: Drill and epoxy all short direction reinforcing into existing foundation 6" min. Check Soil Bearing Use 2.5 x 4.0 ft x 12 inch deep footing Allowable Pressure = 1500 psf reinforced with (6) #4 bars short direction A req'd = 6.5 ft^2 and (4) #4 bars long direction q = 980 psf OK Horizontal Force Horizontal Force will be resisted by rebar drilled and epoxied into existing foundation. Uplift Design uplift= 4.2 kips Slab Thickness = 4 inches Depth to top of Ftg. = 30 inches (EW) OS Conc. to CL Footing = 12 inches (SW) OS Conc. to CL Footing = 14 inches Weight of Footing and Soil = 3.67 kips Weight of Concrete Slab = 1.10 kips Total = 4.77 kips Factor of Safety = 1.1 > 1.0 OK MOUNTAIN VIEW ENGINEERING, INC. 345 No. Main, Suite A Brigham City, Utah 84302 Phone (435) 734-9700 Fax (435) 734-9519 Job: MVE #181017 SUNWARD STEEL BUILDINGS Subject: COLORADO CONSTRUCTION CO. LLC ANCHOR ROD GROUP CHECK (per ACI 318-14 Chapter 17, headed anchors) Tensile Force on Anchors (Nu) _ 12.24 Sl < 6cal ? Shear Force on Anchors (Vu) _ Cat < 3ca1 ? YES R = 0.58 Seismic Design Category = Therefore, Nft=(l+so/6ca1)NSb = 47.80 kips Number of Anchors (n) _ �)Nsbs = 35.85 kips Thickness: ha = 24 in `Nn,v = 1.000 Vb = 7 (Lc/da)o.zdao sfCO sca i s = 19.10 kips Vb = 9kafc 5cal 1 5 = 18.71 kips CONTROLS Vcbg = Ayc Yec,VS'ed,V`I'c,vS'h,vVb = 21.70 kips Avco Steel Strength of Anchors in Tension (17.4.1.2) Nsa = nASEFuta = 77.49 kips 4) = 0.75 �Nsa = 58.12 kips 4 4 kip 13.92 s kip B s m^2 Concrete Breakout Strength of Anchors in Tension (17.4.2 AN, = 1517 in^2 ANco = 9hef2 = 1764 in^2 1/(1+2e'N/3hEF) <= 1.0 S'ecN = I.000 ca (mia.) < 1.5hEF ? YES 'Fed N = 0.871 Cracking at Service Loads ? YES Tc,N = 1.000 Headed anchors used, therefore Pcp N = 1.000 hEF >= 11 in. ? YES kc = 24 Nb = kcka fCo5hEF 5/3 = 65.06 kips Ncbg = ANc `1' ,N`P' d,N`yc,N`Fcp,NNb = 48.76 kips ANco Anchor bolts are tied into the footings with rebar cages, so concrete breakout will be limited by the tensile strength of the rebar verticals in the cage. Number of Verticals = 4 Size of rebar = # 4 Tensile strength of the reinforcement = 48 kips (ULT) � = 0.75 �NceG = 36.57 kips Pullout Strength of Anchors in Tension (17.4.3 ABRG= 0.654 in^2 Np = 8ABRGfc = 13.08 kips Cracking at Service Loads? YES `1'cy = 1 NPN (group) = n` c FNF = 52.32 kips � = 0.7 NPN (group) = 36.62 kips Page: 4 Date: 12/18/18 By: JVL Side -face Blowout of Anchors in Tension (17.4.4 hEF> 2.5 ca, NO SIDE -FACE BLOWOUT WILL Sl < 6cal ? YES NOT CONTROL Cat < 3ca1 ? YES R = 0.58 Nsb= 160calABRG05aafc05R = 45.29 kips Therefore, Nft=(l+so/6ca1)NSb = 47.80 kips � = 0.75 �)Nsbs = 35.85 kips Thickness: ha = 24 in `Nn,v = 1.000 Vb = 7 (Lc/da)o.zdao sfCO sca i s = 19.10 kips Vb = 9kafc 5cal 1 5 = 18.71 kips CONTROLS Vcbg = Ayc Yec,VS'ed,V`I'c,vS'h,vVb = 21.70 kips Avco Nb = kcka fCo5hEF 5/3 = 65.06 kips Ncbg = ANc `1' ,N`P' d,N`yc,N`Fcp,NNb = 48.76 kips ANco Anchor bolts are tied into the footings with rebar cages, so concrete breakout will be limited by the tensile strength of the rebar verticals in the cage. Number of Verticals = 4 Size of rebar = # 4 Tensile strength of the reinforcement = 48 kips (ULT) � = 0.75 �NceG = 36.57 kips Pullout Strength of Anchors in Tension (17.4.3 ABRG= 0.654 in^2 Np = 8ABRGfc = 13.08 kips Cracking at Service Loads? YES `1'cy = 1 NPN (group) = n` c FNF = 52.32 kips � = 0.7 NPN (group) = 36.62 kips Page: 4 Date: 12/18/18 By: JVL Side -face Blowout of Anchors in Tension (17.4.4 hEF> 2.5 ca, NO SIDE -FACE BLOWOUT WILL Sl < 6cal ? YES NOT CONTROL Cat < 3ca1 ? YES R = 0.58 Nsb= 160calABRG05aafc05R = 45.29 kips Therefore, Nft=(l+so/6ca1)NSb = 47.80 kips � = 0.75 �)Nsbs = 35.85 kips Steel Strength of Anchors in Shear (17.5.1) Built-up grout pads used? NO VS = 0.6nAsEFuta = 46.49 kips (� = 0.65 SVS = 30.22 kips Concrete Breakout Strength of Anchors in Shear (17.5.2 Avc = 648 in^2 Avco = 4.5(Cai )- = 648 in12 Y,,,v = 1 /(1 +2e'v/3ca1) <= 1.0 `{'ec.v = 1.000 Cat>= I.SCal ? NO 4'ed.v = 0.967 Cracking at Service Loads ? YES Tc.v = 1.200 Thickness: ha = 24 in `Nn,v = 1.000 Vb = 7 (Lc/da)o.zdao sfCO sca i s = 19.10 kips Vb = 9kafc 5cal 1 5 = 18.71 kips CONTROLS Vcbg = Ayc Yec,VS'ed,V`I'c,vS'h,vVb = 21.70 kips Avco Therefore, Vcbs = 21.70 kips �) = 0.75 (f`VcbV' = 16.27 kips Concrete Pryout Strength of Anchors in Shear (17.5.3) hEF = 14 In So, kcp = 2 Therefore, Vcps = kcpNcbb = 97.51 kips (� = 0.7 (�Vcps = 68.26 kips ANCHOR ROD GROUP CAPACITY ALLOW. TENSION ((DNN) = 36.57 kips > 12.2 kips OK ALLOW. SHEAR ((DVN) = 16.27 kips > 13.9 kips OK CHECK SHEAR/TENSION INTERACTION NSA > 0.20NN ? YES VSA > 0.20VVUA , ? YES UNITY CHECK REQUIRED ANN + AVN = 1.19 < 1.20 OK FOUNDATION CALCULATIONS 41'x37' Metal Building MVE #181017 NOV 0 ) 2019 Pe ._ ,L - COLORADO CONSTRUCTION CO. LLC Wheat Ridge, Colorado acy of �(Or W at p., dge co MUNIIY I)tvli( 11WNI APPROVED Reviewed for Code Compliance 12S EiQ CAL Plans Examiner Date VandRu od permll: the +sruw" o f o p~ or opprorw of piens speUlfcomm ondcornputobom shoN nut be o permit fe', Or on oppro4et of, a?y "abon to ony of the p_ 00- Of Me t -#ding code o, of ory CRI' ard)A011M permRe pf"WA p to g" outhodty to woh w or mver the pAws ons of the Miidltp e9do or other atomAoet of Mie City shoU not be rohot Foundatio0 t/n Design by: 2 /1 oee,, MOUNTAIN VIEW ENGINEERING, INC. 345 No. Main, Suite A Brigham City, Utah 84302 Phone (435) 734-9700 Fax (435) 734-9519 ��515�14aiiitr;Ff T, 2237,61,A.:. f 4 pages of Calculations N��NTAoN VI GINEERI Ew 'Phe C4 5h, Suite A ! Building Descr�349,� Fox h�4 t�34-9519 2 Sub ect. 41 VS E SU #18101 LOcation. Whey lI fetal BUildln COLORAO CONS STEEL BUILDINGS Wheat Ridge, C g TRACTION CO. LLC o/orado Grou"d Roof now Load DESIGN C Roof � ve Lo vv Load RITERI� Roof Collaterad al Load _30 psf �—� psf Code �� psf 20151gC psf SoS seismic Site Clas�es�g" Category, 0.202 B� Other —_ �Oads: � Soil Bearing Frost Depth 1500 /Votes. —ipcf (assumed �� hes Reactions per SUNWAR Concrete an D STEED BCJI Concrete o d Rein forcemeat: LDINGS d swings. 3000 P S trength 35.1. for F 2500 F3. S.l. for Slabsdations e S / Used for design, bar - ASTNj A615 g , no special inspect( grade 60 0" required. Wind Im EXposurre 1t_ mph portance Factor --- ��_ 2 page. 121 Ig121 18 INGS Cate. STEEL gUtLO `LC 6Y � OUNTAIN VIEW Job: MVE #181017 SUNWARSTR 109 CO NGINEERING9 INC. Subject: COLORADO CON No. Main, Suite A • Brigham City, Utah 84302 no (435) 734-9700 • Fax (435) 734-9519 iption: 41'x37' Metal Building -ation: Wheat Ridge, Colorado t►tl used for the Sidewall Fob the reactions u (Line 21 Grid B) ting also' so 4 kips Note: Reactions from wind bent will fall on this foo 7 kips axial footing design are cumulative. e looting 2 12 inch deep Wa . 6 kips Use ce W;th 6 # abafs e psi OK rein�o Bearin ressure = 1500 psf B req'd = 3.59 ft Force airpins to resist horizontal force. a'd = 0.21 in2 q'd = 5.5 ft - reinf. slab (6x6 W1.4xW1.4 min.) q'd = 8.7 ft - unreinforced slab Design uplift = 8.6 kips 31ab Thickness = 4 inches th to top of Ftg. = 30 inches :. to CL Footing = 14 inches if Wall for Uplift = 18 feet Wall Thickness = 8 inches Endwall FO hair in W� 10 {pot 1e s. use # 5 5 lops d Soil = 2 07 kips rnt of IF oot�n9 ate Slab = kips 0 W�e`ghol Foundat%on ota\ = 1 2. k1ps 1.0 OK W eight 1 F actor 01 Safety Adiace (Line -1 1 F 0- —U C1t .It,,, �IF 7C15""_ G .6A-1� foundation 6" min. 13.2 kips tion 0.0 kips Note: Drill and epoxy all sho t -t d i pec 5.6 kips til Bearing e Pressure = 1500 psf A req'd = 8.8 ft^2 tall Force 3r hairpins to resist horizontal force. 0.00 in2 0.0 ft - reinf. slab (6x6 W1.4xW1.4 min - 7 IN ft - unreinforced slab 5.6 kips inches -iches reinsor6in9 into eXist"n9 2p deepd looting ;nch Use 3.0 X 5 �O 5) #5 Barrs ton directs°npK #5 ba reinforced and 4 $$0 psf a= �l x� loot pec 4 109:\f 'M r W� Use # kips d Soil = 2 25 kips an eight of Footing Slab = Wkips W eight of Concrete p Tota\ _ 1.1 tactor of Safety = MOUNTAIN VIEW ENGINEERING, INC. 345 No. Man, Suite A Brigham City, Utah 84302 Phone (435) 734-9700 Fax (435) 734-9519 Job: MVE #181017 SUNWARD STEEL BUILDINGS Subject: COLORADO CONSTRUCTION CO. LLC Page: 3 Date: 12/18/18 By: JVL Description: 41'x37' Metal Building Location: Wheat Ridge, Colorado Sidewall Footings Adjacent to Existing Foundation (Line 2 / Grid A) PDIL = 19.4 kips *Note: Portal Frame reactions will fall on the same footings, so reactions used for footing FH = 8.7 kips design are cumulative, with the footing centered as indicated below. Uplift = 8.6 kips Note: Drill and epoxy all short direction reinforcing into existing foundation 6" min. Check Soil Bearing Use 3.0 x 7.5 ft x 12 inch deep footing Allowable Pressure = 1500 psf reinforced with (8) #5 bars short direction A req'd = 13 ft^2 and (4) #5 bars long direction q = 861 psf OK Horizontal Force Use rebar hairpins to resist horizontal force. As req'd = 0.21 in2 L req'd = 5.5 ft - reinf. slab (6x6 W1.4xW1.4 min.) L req'd = 8.7 ft - unreinforced slab Use # 5 hairpin w/ 10 foot legs. Uplift Design uplift= 8.6 kips Slab Thickness = 4 inches Weight of Footing and Soil = 8.25 kips Depth to top of Ftg. = 30 inches Weight of Concrete Slab = 2.88 kips OS Conc. to CL Footing = 12 inches Total = 11.13 kips Factor of Safety = 1.3 > 1.0 OK Corner Footings Adjacent to Existing Foundation (Line 1 / Grid B and Line 4 / Grids A & B) PDIL = 9.8 kips *Note: Portal Frame reactions at Line 1 / Grid B will fall on the same footings, so reactions FH = 4.0 kips used for footing design are cumulative, with the footing centered as indicated below. Uplift = 4.2 kips Note: Drill and epoxy all short direction reinforcing into existing foundation 6" min. Check Soil Bearing Use 2.5 x 4.0 ft x 12 inch deep footing Allowable Pressure = 1500 psf reinforced with (6) #4 bars short direction A req'd = 6.5 ft^2 and (4) #4 bars long direction q = 980 psf OK rizontal Force 'zontal Force will be resisted by rebar drilled and epoxied into existing foundation. Design uplift= 4.2 kips Slab Thickness = 4 inches Weight of Footing and Soil = 3.67 kips Depth to top of Ftg. = 30 inches Weight of Concrete Slab = 1.10 kips 1S Conc. to CL Footing = 12 inches Total = 4.77 kips S Conc. to CL Footing = 14 inches Factor of Safety = 1.1 > 1.0 OK MOUNTAIN VIEW Page: 4 ENGINEERING, INC. Job: MVE #181017 SUNWARD STEEL BUILDINGS Date: 12/18/18 345 No. Main, Suite A Brighan City, Utah 84302 Subject: COLORADO CONSTRUCTION CO. LLC By: JVL Phone (435) 734-9700 Fax (435) 734-9519 ANCHOR ROD GROUP CHECK (per ACI 318-14 Chapter 17, headed anchors) Tensile Force on Anchors (Nu) _ 12.24 s, < 6ca, ? Shear Force on Anchors (Vu) _ cat < 3ca, ? YES R = 0.58 Seismic Design Category = Therefore, Nft=(1+sd6cai)Nsb = 47.80 kips Number of Anchors (n) _ (�Nsbs = 35.85 kips = 1.200 Thickness: ha = 24 in `I'n v = 1.000 Vb = 7 (Le/da)° Zda° Sfc° Sca, 1 5 = 19.10 kips Vb = 9?'afc0 5ca, 1' = 18.71 kips CONTROLS Vcbs = Avo 'Pec,v'Ped,v'Pc.vPh,vVb Aveo = 21.70 kips Steel Strength of Anchors in Tension (17.4.1.2) Nsa = nAsEFuta = 77.49 kips (t = 0.75 4N. = 58.12 kips 4 4 ki 13.92 ps ki B ps in in Concrete Breakout Strength of Anchors in Tension (17.4.2 ANc = 1517 in^2 AN.. = 9hef' = 1764 in^2 TecN = 1/(I+2e'N/3hEF)<= 1.0 Tec.N = 1.000 Ca(min,)< 1.5hEF ? YES T' dN = 0.871 Cracking at Service Loads ? YES Tc,N = 1.000 Headed anchors used, therefore `I'cp,N = 1.000 hEF >= 11 in. ? YES kc = 24 Nb = kCka fc° 5hEF 5/3 = 65.06 kips AN' Nebs = A `I'ec,N`1'ed,N`I'c,N`1'cp,NNb = 48.76 kips Nco Anchor bolts are tied into the footings with rebar cages, so concrete breakout will be limited by the tensile strength of the rebar verticals in the cage. Number of Verticals = 4 Size of rebar = # 4 Tensile strength of the reinforcement = 48 kips (ULT) � = 0.75 4)NCBc = 36.57 kips Pullout Strength of Anchors in Tension (17 4 3) ABRG = 0.654 in^2 NF = 8ABRofC = 13.08 kips Cracking at Service Loads? YES 'Pc.p = NPN (group) = n`I'c PNP = 52.32 kips �Y' = 0.7 NPN (group) = 36.62 kips Side -face Blowout of Anchors in Tension (17.4.4 hEF> 2.5 Cal NO SIDE -FACE BLOWOUT WILL s, < 6ca, ? YES NOT CONTROL cat < 3ca, ? YES R = 0.58 Nsb = 160caiAaac05vC 5R = 45.29 kips Therefore, Nft=(1+sd6cai)Nsb = 47.80 kips (� = 0.75 (�Nsbs = 35.85 kips = 1.200 Thickness: ha = 24 in `I'n v = 1.000 Vb = 7 (Le/da)° Zda° Sfc° Sca, 1 5 = 19.10 kips Vb = 9?'afc0 5ca, 1' = 18.71 kips CONTROLS Vcbs = Avo 'Pec,v'Ped,v'Pc.vPh,vVb Aveo = 21.70 kips Nb = kCka fc° 5hEF 5/3 = 65.06 kips AN' Nebs = A `I'ec,N`1'ed,N`I'c,N`1'cp,NNb = 48.76 kips Nco Anchor bolts are tied into the footings with rebar cages, so concrete breakout will be limited by the tensile strength of the rebar verticals in the cage. Number of Verticals = 4 Size of rebar = # 4 Tensile strength of the reinforcement = 48 kips (ULT) � = 0.75 4)NCBc = 36.57 kips Pullout Strength of Anchors in Tension (17 4 3) ABRG = 0.654 in^2 NF = 8ABRofC = 13.08 kips Cracking at Service Loads? YES 'Pc.p = NPN (group) = n`I'c PNP = 52.32 kips �Y' = 0.7 NPN (group) = 36.62 kips Side -face Blowout of Anchors in Tension (17.4.4 hEF> 2.5 Cal NO SIDE -FACE BLOWOUT WILL s, < 6ca, ? YES NOT CONTROL cat < 3ca, ? YES R = 0.58 Nsb = 160caiAaac05vC 5R = 45.29 kips Therefore, Nft=(1+sd6cai)Nsb = 47.80 kips (� = 0.75 (�Nsbs = 35.85 kips Steel Strength of Anchors in Shear (17 5 1) Built-up grout pads used? NO VS = 0.6nASEFu,a = 46.49 kips (� = 0.65 SVS = 30.22 kips Concrete Breakout Strength of Anchors in Shear (17.5.2 Avc = 648 in^2 Avco = 4•5(cai )2 = 648 in^2 `I'ec,v = 1/(] +2e'v/3ea,) <= 1.0 Teo.v = 1.000 c., >= 1.5Ca, ? NO `Ped,V - 0.967 Cracking at Service Loads ? YES `Pc_v = 1.200 Thickness: ha = 24 in `I'n v = 1.000 Vb = 7 (Le/da)° Zda° Sfc° Sca, 1 5 = 19.10 kips Vb = 9?'afc0 5ca, 1' = 18.71 kips CONTROLS Vcbs = Avo 'Pec,v'Ped,v'Pc.vPh,vVb Aveo = 21.70 kips Therefore, Vcbs = 21.70 kips (� = 0.75 Webs = 16.27 kips Concrete Prvout Strength of Anchors in Shear (17 5 3) hEF = 14 In So, kcp = 2 Therefore, Vcp9 = kcpNcbg = 97.51 kips (� = 0.7 (�Vcps = 68.26 kips ANCHOR ROD GROUP CAPACITY ALLOW. TENSION ((DNN) = 36.57 kips > 12." (� ALLOW. SHEAR (cUVN) = 16.27 kips > 1" CHECK SHEAR/TENSION INTER NSA > 0.20NN ? VSA > 0.20VN ? NuA + VSA ANN AVN YES YES UNITY C' 1.19 < 1.20 O' INSPECTION RECORD Inspection online form: http://www.cl.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business day PERMIT: ►'1 nfi-1 to �- ADDRESS:6`7)3JAJ '''l}y JOB CODE: X Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. �Z _%• (� 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground /Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. �Z _%• (� 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS - i '� f PERMIT��'11Z I`��% ADDRESS: �-7�+o V 4g4n &JOB CODE: Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot wager tank 320 Drywall screw and Nail 321 Moisture board / shower walls 2• ?•� 322 Rough Grading 323 Miscellaneous Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 2• ?•� 408 Final Plumbing Commercial 409 Final Roof 410 Final Window/Door 411 Landscape/Park/Planning'` Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 "For ROW and drainage inspections please call 303-235-2861 'For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works' 413 Flood plain Inspection"* 414 Fire Insp. / Fire Protection' 415 Public Works Final"" 416 Storm Water Mgmt.** 417 Zoning Final Inspection' 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. City of Wheat Ridge Residential Sewer Repair PERMIT - 201709465 PERMIT NO: 201709465 ISSUED: 12/06/2017 JOB ADDRESS: 6700 W 44th AVE EXPIRES: 12/06/2018 JOB DESCRIPTION: Permit to repair 8ft of sewer clean out in front yard. Fittings, strongback couplings *** CONTACTS *** OWNER (303)489-1872 SKAI PROPERTIES LLC SUB (303)287-9009 Brad Wakeham 130022 Trench Right LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 420 / Storage Warehouse; 0 BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,300.00 FEES Total Valuation 0.00 Use Tax 153.30 Permit Fee 172.60 ** TOTAL ** 325.90 *** COMMENTS *** *** CONDITIONS *** ALL sewer repair/replacements for which a permit is issued MUST be inspected by and receive written approval from the City of Wheat Ridge BUILDING DIVISION, regardless of inspection by any Sanitation District representative. Inspection and approval of work by any Sanitation District representative DOES NOT grant authority to cover work without the approval of the Building Division. **For trenchless sewer replacements - The contractor will verify proper slope of new sewer piping in conformance with the IRC and IPC of 1/4 inch per foot unless otherwise allowed specifically by the applicable code. The plumbing contractor will provide verification of proper slope and drainage in writing as a condition of approval of the permitted work.** City of Wheat Ridge Residential Sewer Repair PERMIT - 201709465 PERMIT NO: 201709465 ISSUED: 12/06/2017 JOB ADDRESS: 6700 W 44th AVE EXPIRES: 12/06/2018 JOB DESCRIPTION: Permit to repair 8ft of sewer clean out in front yard. Fittings, strongback couplings 1, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with thispermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all ofk to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of/O iW`�NER or CONTRACTOR (Circle one) Date 1.This,p - it was issued based on the information provided in the permit application and accompanying plans and specifications and is subj t to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This_permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermrt fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 5. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date I ` REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of ,,4;KW heat dge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(cDci.wheatridge.co.us FOR OFFICE USE ONLY Date: I Z Plan/Permit # Plan Review Fee: I A-3. Building Permit Application "** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address:�G� Property Owner (please print):� ,�t7 S C/l15 Phone-.-;e�� / %2 Property Owner Email: Mailing Address: (if different than property address) Address: City, State, Zip: Arch itect/Engineer: Arch itect/E ng 1 neer E-mail: Contractor: Contractors City License #: Contractor E-mail Address.W Phone: Phone:5W'54 For Plan Review Questions & Comment�_(please print): CONTACT NAME (please print): A ' Phone: CONTACT EMAIL(p/ease print): Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # City License # Plumbing: W.R. City License # Other City Licensed Sub: Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL ❑'yRESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) Sq. Ft./LF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the infor(matio"u.provided.on..the ication. CIRCLE ONE: (OWN,R) (CONTRACTOR) or ( UTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): /i��3� _. L,., DATE: DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: Building Division Valuation: $ City of Wheat Ridge Residential Sewer Repair PERMIT - 201709465 PERMIT NO: 201709465 ISSUED: 12/06/2017 JOB ADDRESS: 6700 W 44th AVE EXPIRES: 12/06/2018 JOB DESCRIPTION: Permit to repair 8ft of sewer clean out in front yard. Fittings, strongback couplings *** CONTACTS *** OWNER (303)489-1872 SKAI PROPERTIES LLC SUB (303)287-9009 Brad Wakeham 130022 Trench Right LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 420 / Storage Warehouse; 0 BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,300.00 FEES Total Valuation 0.00 Use Tax 153.30 Permit Fee 172.60 ** TOTAL ** 325.90 *** COMMENTS *** *** CONDITIONS *** ALL sewer repair/replacements for which a permit is issued MUST be inspected by and receive written approval from the City of Wheat Ridge BUILDING DIVISION, regardless of inspection by any Sanitation District representative. Inspection and approval of work by any Sanitation District representative DOES NOT grant authority to cover work without the approval of the Building Division. **For trenchless sewer replacements - The contractor will verify proper slope of new sewer piping in conformance with the IRC and IPC of 1/4 inch per foot unless otherwise allowed specifically by the applicable code. The plumbing contractor will provide verification of proper slope and drainage in writing as a condition of approval of the permitted work.** City of Wheat Ridge Residential Sewer Repair PERMIT - 201709465 PERMIT NO: 201709465 ISSUED: 12/06/2017 JOB ADDRESS: 6700 W 44th AVE EXPIRES: 12/06/2018 JOB DESCRIPTION: Permit to repair 8ft of sewer clean out in front yard. Fittings, strongback couplings 1, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with thispermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all ofk to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of/O iW`�NER or CONTRACTOR (Circle one) Date 1.This,p - it was issued based on the information provided in the permit application and accompanying plans and specifications and is subj t to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This_permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermrt fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 5. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date I ` REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of ,,4;KW heat dge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(cDci.wheatridge.co.us FOR OFFICE USE ONLY Date: I Z Plan/Permit # Plan Review Fee: I A-3. Building Permit Application "** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address:�G� Property Owner (please print):� ,�t7 S C/l15 Phone-.-;e�� / %2 Property Owner Email: Mailing Address: (if different than property address) Address: City, State, Zip: Arch itect/Engineer: Arch itect/E ng 1 neer E-mail: Contractor: Contractors City License #: Contractor E-mail Address.W Phone: Phone:5W'54 For Plan Review Questions & Comment�_(please print): CONTACT NAME (please print): A ' Phone: CONTACT EMAIL(p/ease print): Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # City License # Plumbing: W.R. City License # Other City Licensed Sub: Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL ❑'yRESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) Sq. Ft./LF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the infor(matio"u.provided.on..the ication. CIRCLE ONE: (OWN,R) (CONTRACTOR) or ( UTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): /i��3� _. L,., DATE: DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: Building Division Valuation: $ CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Z ! M 1 Q Job Address: Jo a h, LI `'I Permit Number: 0/ -) a D 0ClY y No %�� uhl _1 r,)S(7e� © I/ ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: � � � � Inspector: d DO NOT REMOVE TH/S NOT/CE City of / r� Wheat P,idge MUNin DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033 -8001 P: 303.235.2846 F: 303.235.2857 October 30, 2014 OFFICIAL ADDRESS CHANGE NOTIFICATION is hereby given that the following address has been assigned to the property /properties as indicated below: PROPERTY OWNER(S): SKAI Properties LLC OLD ADDRESS: 6700 W. 44` Avenue, Wheat Ridge, CO 80033 NEW ADRESS: 6708 W. 44"' Avenue, Wheat Ridge CO 80033 (Additional address for the building on the west side of the property.) SUBDIVISION: Lionel LOT(s): 0022 KEY: 004 (or 22A per assessor parcel map) SECTION: 24 PARCEL NO: 39- 243 -10 -015 NOTES: This is a courtesy notification. AUTHORIZED BY: -" DATE: " 3( # DISTRIBUTION: 1. Property Owner 2. Jefferson County Assessor, ATTN: Data Control, 100 Jefferson County Parkway, Golden, 80419 3. Jefferson County Mapping, ATTN: Addressing, 100 Jefferson County Parkway, Golden, 80419 4. Jefferson County Elections, ATTN: S. Stormer, 3500 Illinois Ave., Laramie Building, Suite 1100, Golden, CO 80401 5. Jefferson County Elections, ATTN: H. Roth, 3500 Illinois Ave., Laramie Building, Suite 1100, Golden, CO 80401 6. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, CO 80033 7. Email to erlinda.i.martinez@,usps.g and krissy j.summerfield(a),usps.gov 8. Xcel Energy, ATTN: Correspondence, 1123 W. 3rd Ave., Denver, CO 80223 9. Century Link, Capacity Provisioning Specialist, 5325 Zuni St., Room 728, Denver, CO 80221 10, Comcast, Attn: Scott Moore, 6850 S. Tucson Way, Englewood, CO 80112 11. Wheat Ridge Water District 12. Wheat Ridge Sanitation District 13. Wheat Ridge Fire District 14. Wheat Ridge Planning Division 15. Wheat Ridge Building Division 16. Wheat Ridge Police Department 17. GIS Specialist 18. Log File NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: DATE: www.d.wheatridge.co.us A Site Vicinity May or CITY OF WHEAT RIDGE Building Inspection Divis ion < 3 «; 4.59 3 Inspection line (3 23».t « 0: - (303) 237-8929 Fax InspectionT Type : e"Fl Job Address: k 1 -j Permit Number: 2 3 7 2 5o M Date: Inspector: CITY OF R I D GE ♦ ° �� s Ins pection T • Add ress: Permit Number: 6 1 5C M `its= of �il���Wh6atMctge I FOR OFFICE USE ONLY I Date.* A 1,-- Building Permit Application M IT 1 Property Address: (, ) 111 1111111 IF M111111 a# Address: City, State, 1. Architect (Engineer E-mail: Phone, IV Contractors tractors Litt Li cense � . �. Phone ' 1 L Contractor E-mail Address. Sub Contractors: r1) , � �. � � �' � , � �.� . ,. 7V °KM Electrical: Plumbing: Mechanical: W. R, City license # W, R, City license # W.R. City license # 11 -r • City License # Complete all information on BOTH sides of this form 01* 117 Sq.. 1"t. LF Stu's Gallons Amps Squares Othor Project Value: (Contract value or the cast of all materials and labor included in the loft project) X61 V OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Midge or covenants, easements or restrictions of °record; that all measurements shown and allegations made are accurate, that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ord inances for work under any permit issued based on this application; that I acre the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application, 400*OW (OWNER) (CONTRACTOR) a (AUT.HORIZEDR T1 of (OWNER) (CONTRACTOR) ,, Buildin D ivision Code Reference: ASME A18.1 — 2005 "Safety Standard for Platforms Lifts and Stairway Chairlifts" General: Color — Standard (Anodized aluminium extrusions champagne finished with 16 go. galvanized steel panels powder coated Satin Grey) Indoor Unit — Pit Mount Number of Stops — Two stop kit Controls: Platform Controls — Rocker Type c/w Rocker (Toggle) Switch and Illuminated Round (push/pull) Emergency Stop Switch/Audible Alarm Lower Landing Call Station — Rocker Type Frame Mount Upper Landing Coll Station — Rocker Type Frame Mount Platform: Size — Compact c/w grab roil, anti —skid deck and 1 100mm (43 1/4"] high walls Configuration — On/Off Some Side (360) Exit/Entry Capacity — Maximum 340 kg [750 lb] operating load Door/Gates: Lower — 36" wide Clear Plexigloss Door c/w Powerlock 2000 Interlock Upper — 36" wide Clear Plexiglass Gate c/w Powerlock 2000 Interlock Shaftway: Total Unit Weight — Approximately 351 kg (773 lb] Lifting Ht. (1-11) — 3378m [133"] floor to floor plus 76mm [Y] pit Equipped with — Tie Back Roil Kit (x2) 1 10 !!� GARAVENTA LIFT I w At 3 M' - EMWAEM��� IN ofiru uFr HEIGHT H1=136" 1 Conduit and devim to suit local codes ondl * 15 amp. dedicated circuit ' TOLERANCES: DIMENSIONAL *1/32 ANGULAR +OT t l t M P ME { 1 1 CAR $a w 3394 N [763 1b] t l t M P ME SM& kO These are reaction forces generated by the lift, Adhere to Ioca( building codes, regulations, and safety factors for supporting structures. Consult a structural engineer or architect in your jurisdiction. El go 16� ` {r "'t,A AV N A LIFE R! Y { 1 1 SM& kO These are reaction forces generated by the lift, Adhere to Ioca( building codes, regulations, and safety factors for supporting structures. Consult a structural engineer or architect in your jurisdiction. El go 16� ` {r "'t,A AV N A LIFE R! Y OEM Poolng • a . city of "' ••.? M of x a • •- • ! s, CITY OF WHEAT RIDGE Ins pection ♦ ,- #, y a • .• r 0 No one available for inspection: Time Re-Inspection required: Yes No When coffectfons have been mads� call for ta-Inspaction at 103-234-59M Date: 3 Ins All FOR OFFICE USE ONLYY .. 3= Office 1 3-235-2855 * Fax: 303-237-8929 InsDection Line: 303-234-5933 guilding Permit Application i Address: it , State, s a :M m jl • • ♦• -011 jaz q. FULF Stu's Gallons Amps Squares Other Code Reference: ASME A18.1 — 2005 "Safety Standard for Platforms Lifts and Stairway Chairlifts" General: Color — Standard (Anodized oluminium extrusions champagne finished with 16 go. galvanized steel panels powder coated Satin Grey) Indoor Unit — Pit Mount Number of Stops — Two stop kit Controls: Platform Controls — Rocker Type c/w Rocker (Toggle) Switch and Illuminated Round (push/pull) Emergency Stop Switch/Audible Alarm Lower Landing Call Station — Rocker Type Frame Mount Upper Landing Call Station — Rocker Type Frame Mount Platform: Size — Compact c/w grab roil, anti—skid deck and 1100mm [43 1/4") high walls Configuration —Can /Off Some Side (3 0) Exit/ Entry Capacity — Maximum 340 kg [750 lb] operating load Door/Gates: Lower — 36" wide Clear Plexigloss Door c/w Powerlock 2000 Interlock Upper — 36" wide Clear Plexigloss Gate c/w Powerlock 2000 Interlock Shoftway: Total Unit Weight — Approximately 351 kg [773 lb) lifting Ht. (HI) — 3378mm [133"] floor to floor plus 76mm [Y] pit Equipped with — Tie Back Roil Kit (x2) ti APPROVED Subjed to Field Inspections Miea t Ridge Building Dept. Dste: Signed sm .. checker . p * • w • I Kink flum 1" 101 - LIFT H I HT # DIMENSIONAL ±1/32 ANGULAR ±k H1 =136 "" Att rc 1 out to Hi Floor to Floor + P'rt Depth •, 4 ST ♦ otl per Loodin, I►s �+ i" 6 70 0 W. 44TH STREET Diagram GARAVENTA LIFT HEAT C O 80033 PAGE 2 OF � __ _. �..�.._ _ Gam% 0 ` ca'aa Plexi Panel *� `}, i I LA S l Panel yy 3 ? } i i s C!4 a (0 to y y� y ± F �. +, 01 E % 0) ; CL 01 cq clear ° ` ' 0 - ' `_ 9 oa PIWI Panel U- t 0 °w }tit OD I 7 i 0 OD I t i Pct I � . p * • w • I Kink flum 1" 101 - # DIMENSIONAL ±1/32 ANGULAR ±k '" i 4 w i SE RIES x t ASSEMB •, 4 ST ♦ I►s �+ i" 6 70 0 W. 44TH STREET GARAVENTA LIFT HEAT C O 80033 PAGE 2 OF .� ...... tt F2 DESCRIPTION --- - ------ lVVV 2 13 RA MMIM * A ZMZA 3 "#i Mi INITIAL RELEASE - IM", MI ISMOINAMMMIMMI 1111 2 am. .., or 4 N CAR (PLATFORM WEIGHT FLOOR REAC11ON FLOOR R EACTION BA R. REACTION #1 TIEBACK REACTION #2 2 13 RA MMIM * A ZMZA 3 "#i Mi INITIAL RELEASE - IM", MI ISMOINAMMMIMMI 1111 2 am. T BUILDING OUTLINE MECHANICAL SPECIFICATIONS • x, MECHANICAL VI IONS ON CONTRACT DOCUME �R MECH SPECIFICATIONS, S 1. BASE BUILDING SPEC , D RAWINGS AND LATEST RE WORK K SHALL APPLY TO THESE DRAWINGS. 2 ALL B " N MANAGEMENT SPECIFICATIONS AVA LA 111 MANAG WITH THE TENANT FINISH SPEC( I WORK SHALL BE DONE IN COMPLIANCE NCE W E C HALL BE MECHANICAL W :r'.K. PROJECT S AND LATEST REVISIONS ON CONTRACT DOCUMENTS FOR E OFFICE DRAWINGS, A )• K(F AND ITEMS NECESSA OR COMPLETE I E WITH THE EXISTING BUILDING SERVICES AND SHALL INCLUDE ALL COORDINATED cr ND SY I INSTALLED BY ..MS INSi FULLY OPERATIONAL TENANT MECHANICAL SYSTEMS. MAKE CONNECTIONS TO AND ERIE OTHERS AND /OR FURNISHED BY OTHER. PROVIDE ACCESSORIES AND INCIDENTAL ITEMS AS REQURED FOR A COMPLETE AND Nf: AND/OR SHOW �P THE PLANS. T SPECIFICALLY SPECIFIED ! FULLY OPERATIONAL SYSTEM WHETHER OR NOT CO+,t AND AMPA CITY WITH ELECT fRACTO R PRIOR TO VOLTAGE, PHASE N' CONFIRM O E, COORDINATION: ELECTRICAL C 3. E HA)JI A M K WIRING FOR MEC 4 .L EQUIPMENT BY E 4 VOLT CONTROLS INCLUDING INTERLOC ORDERING EQUIPMENT. ALL 2 DIVISION 15 CONTRACTOR. TI R. PROVIDE MAGNETIC STARTERS FOR ALL 3 WIT PRU PHASE MOTORS _f< � O NON ALL THREE I LEADS. CONTROL AND HEATING/COOLING EQUIPMENT TO AUTOMATICALLY RESTART _R FAILURE. ALL WIRE AFTER POKTF TO BE INSTALLED IN CONDUIT PER NEC LATEST EDITION. 4. EXTRA COSTS OR CHANGES ALLOWED ONLY IF APPROVED IN WRIT ING TO THE ENGINEER WITH DC €LAR AMOUNT PRIOR TO ORDERING. 5. LOCAL AND STATE CODES AND ORDINANCES SHALL BE FOLLOWED. b. LATEST VERSION OF THE ENERGY CODE SHALL BE FOLLOWED, ALL EQUIPMENT, INSULATION, AND CONTROLS SHALL CONFORM. 7. SUBSTITUTIONS WILL BE PROCESSED AND MUST BE SUBMITTED WITH SUBSTITUTED CUT SHEETS. 8. ALL WORK SHALL COMPLY WIT ALL APPLICABLE CODES AND REGULATIONS. 9. THERMOSTATS TO BE PROVIDED WITH 7 DIFFERENT DAILY PROGRAMMABLE SCHEDULE, CAPABLE !1F BEING PROGRAMMED ON A 7 -DAY CYCLE WITH ASEPARATE WEEK-END SETTING, NIGHT SETBACK, TEMPERATURE HOLD x'T(TINGS, CAPABLE OF 2 -HOUR OCCUPANT OVERRIDE, 10 -HOUR BACKUP, AND 5 DEGREE F DEADBAND. THERMOSTATir- SET BACK CONTROLS SHALL HAVE THE CAPABILITY TO SET BACK OR TEMPORARILY OPERATE THE SYSTEM TO MAINTAIN TONE TEMPERATURES DOWN TO 85 °F. 10. CONTRACTOR TO PROVIDE AN INIT IAL SITE VISIT TO VERIFY EXISTING CONDIT IONS. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR VERIFICATION OF EXISTING JOB CONDIT IONS PRIOR TO BID. NO ADDITIONAL COSTS SHALL BE AWARDED TO THE SUCCESSFUL CONTRACTOR OR HIS SUBCONTRACTORS, AFTER BIDS HAVE BED SUBMITTED AND CONTRACTS AWARDED, FOR FAILURE TO VERIFY EXISTING JOB CONDITIONS. DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGII,EE:R FOR ALTERNATIVE METHODS OF INSTALLATION THREE 13) DAYS MINIMUM PRIOR TO BIDDING THIS JOB. 11. DRAWINGS ARE SCHEMATIC IN NATURE AND ARE NOT TO BE SCALED FOR ROUGH -IN MEASUREMENTS OR USED AS SHOP DRAWINGS. WHERE DRAWINGS ARE REQUIRED FOR THESE PURPOSES OR MUST BE MADE FROM f'ELD MEASUREMENTS, CONTRACTOR SHALL TAKE THE NECESSARY MEASUREMENTS AND PREPARE THE REQUIRED DRAW f GS. 12. COORDINATE WITH ALL OTHER TRADES FOR INSTALLATION WITH IN THE AVAILABLE SPACE. WHFk'_CROWDED CONDITIONS EXISTING PREPARE COORDINATION DRAWINGS SHOWING ALL TRADE CONFLICTS 7' <1D SUBMIT TO THE ARCHITECT FOR APPROVAL AND DIRECTION PRIOR TO ROUGH -IN OR INSTALLATION. RELOCATI<Rk OF INLETS, OUTLETS, AND /OR APPARATUS MADE PRIOR TO ROUGH -IN OR REQUIRED BY FIELD CONDITIONS FOR COOVDINATION SHALL BE DONE AT NOT ADDIT IONAL COST TO THE OWNER OR HIS AGENTS. 13. THE MECHANICAL DRAWINGS ARE DIAGRAMMATIC IN CHARACTER AND DO NOT NECESSARIL' NDICATE EVERY REQUIRED OFFSET, VALVE, FITTING, ETC. FIELD VERIFY ALL MEASUREMENTS PRIOR TO ORDERING ANY EQUIPMENT, DUCTWORK, PIPING, ETC. 14. ALL BIDS SHALL INCLUDE ALL COSTS ASSOCIATED WIT H THE PURCHASE AND DELIVERY OF NEW E:CIUIPMENT TO THE JOB SITE IN TIME TO MEET ALL DEADLINES. REPORT, PRIOR TO BID, ANY DELIVERY PROBLEMS WHICH MIGLIT PREVENT TIMELY COMPLETION OF THIS PROJECT. 15. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR OBTAINING BUILDING DEPARTMENT PERMIT FOR HIS PORTION OF WORK PRIOR TO THE START OF CONSTRUCTION. 16. SUBMIT CUTS AND BROCHURES ON ANY EQUIPMENT FURNISHED UNDER THIS CONTRACT FOR Ef LNEERS REVIEW. PROVIDE TO THE ENGINEER A MINIMUM OF FOUR (4) HARD COPIES OF THE MECHANICAL SUBM "TALS FOR REVIEW, PRIOR TO ORDERING ANY EQUIPMENT. (EMAIL AND FACSIMILES OF SUBMITTALS WILL NOT BE ACCEPTc>,) 17. CONTRACTOR SHALL COORDINATE ALL WORK WIT H OTHER TRADES AND STRUCTURE AND SHAD SUBMIT ( /4 "SCALE COORDINATION /SHOP DRAWINGS SHOWING ALL DUCTWORK, PIPING, PLUMBING, ETC. 18. MECHANICAL AND PLUMBING CONTRACTORS SHALL FIELD INSPECT ALL EXISTING EQUIPMENT /L:EVICES TO ENSURE PROPER FUNCTIONALITY. ANY EQUIPMENT OR DEVICES NOT FUNCTIONING PROPERLY ARE TO *t DOCUMENTED AND BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. 19. FIELD ROUTE ALL DUCTW ORK AND PIPING, AS REQUIRED, TO AVOID CONFLICTS WITH EXISTING, ; PUCTURE, DUCTWORK, PIPING, ELECTRICAL CONDUITS, LIGHTS, ETC. RELOCATE ANY ITEMS AS REQUIRED TO ACCOMe ;DATE INSTALLATION OF NEW DUCTWORK, PIPING AND EQUIPMENT WHILE MAINTAINING ORIGINAL INTEGRITY OF ALL � -EMS. RUN ALL DUCTWORK AND PIPING AS HIGH AS POSSIBLE AND SUSPEND FROM STRUCTURE ABOVE. 20. ALL CURBS, SUPPORTS, AND ANCHORS SHALL BE PROVIDED FOR MECHANICAL WORK. NO CHA',rl, TAPE, OR WIRE IS ALLOWED. , 21. ALL EXISTING DUCTWORK, DIFFUSERS, GRILLES, THERMOSTATS, ETC., IN GOOD CONDITIO N SHA BE RE -USED AFTER BEING THOROUGHLY CLEANED AND /OR REFINISHED TO MATCH NEW, UNLESS OTHERWISE NOTED ON " RAWINGS, ANY EQUIPMENT IN DETERIORATED CONDITION SHALL BE REPLACED WITH NEW EQUIPMENT. ENSUPf ALL EXISTING EQUIPMENT MEETS THE CURRENT CODE. 22. ANY EXISTING EQUIPMENT, DUCTWORK, PIPING, PLUMBING, CONTROLS, ETC. NOT USED SHALL ! *`--. REMOVED AND AND PIPING F T USED. REQUEST. PROPERLY CAP AND SEAL ALL DUCTWORK N SNO PER OWNERS Q DISCARDED H 7 OF PLANS ANDS ONN ON THE ME CHANICAL T I SCHEDULED O N THIS SE O MECHANICAL EQUIPMENT THAT S 23. BASE BUILDING ME FLOOR PLAN(S) AND BASE BUILDING MECHANICAL SYSTEMS SHOWN OUTSIDE THE PROJECT PR=A ARE EXISTING AND ARE SHOWN FOR REFERENCE PURPOSES ONLY. 24. ANY CONFLICTS DISCOVERED AFTER WORK HAS STARTED, NOT PREVIOUSLY BEING APPARENT AND NECESSITATING REVISIONS TO CONTRACT DOCUMENTS, SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINLfR FOR REVIEW AND " APPROVAL OF ALTERNATIVE METHODS OF INSTALLATION. 25. CONTRACTOR SHALL REVIEW ELECTRICAL POWER REQUIREMENTS FOR ALL MECHANICAL EQUIPMENT PRIOR TO ORDERING. SUBMIT ONE COPY OF EQUIPMENT SUBMITTALS TO ELECTRICAL CONTRACTOR FOF COORDINATION. 26. MECHANICAL CONTRACTOR SHALL FURNISH STARTERS FOR ALL THREE -PHASE MECHANICAL EQUIPMENT (EXCEPT FOR STARTERS THAT ARE SHOWN TO BE PROVIDED IN MOTOR CONTROL CENTERS). STARTERS SHALL. #AVETHREE -LEG CLASS IO TRIP -FREE OVERLOAD PROTECTION, WITH MANUAL RESET, AND SHALL BE NEMA RATED. STARTERS SHALL BE INSTALLED AND E. WIRED BY ELECTRICAL CONTRACTOR EXCEPT WHERE SUPPLIED INTEGRAL WIT H MECHANICAL ;UIPMENT . MECHANICAL CONTRACTOR SHALL PROVIDE SAFETY DISCONNECT SW IT CHES FOR ALL MECHANICAL EQUIPMENT WHERE NOT SPECIFICALLY INDICATED ON PLANS TO BE PROVIDED BY ELECTRICAL CONTRACTOR. 27. MECHANICAL CONTRACTOR SHALL EMPLOY THE SERVICES OF A QUALIFIED TEMPERATURE CO`I':ROLS CONTRACTOR FOR INSTALLATION OF ALL CONTROLS WORK. SUBMIT CONTRACTOR'S QUALIFICATIONS TO ENGINFFR FOR REVIEW. 28. TEMPERATURE CONTROLS CONTRACTOR SHALL PROVIDE ALL WIRING ASSOCIATED WITH THE k ' :TOMATIC TEMPERATURE CONTROL SYSTEM, INCLUDING 120V FOR CONTROL PANELS, CONTROL VALVES, AND CONTRO DAMPERS. ELECTRICAL WIRING SHOWN ON ELECTRICAL DRAWINGS SHALL BE PERFORMED BY ELECTRICAL CONTRACTOR. SUBMIT CONTROL DIAGRAMS TO ENGINEER FOR REVIEW. 29. ALL NEW AND RELOCATED MATERIALS INSTALLED IN CEILING RETURN AIR PLENUM SHALL BE ILL 181 CLASS 1 RATED, WIT H A MAXIMUM FLAME SPREAD INDEX OF 25 AND A MAXIMUM SMOKE - DEVELOPED INDEX OF 50. REMOVE AND REPLACE, AS NECESSARY, ALL MATERIALS NOT IN COMPLIANCE WITH CURRENT CODE. 30. ALL MOTORIZED EQUIPMENT SHALL BE PROVIDED WIT H SUIT ABLE VIBRATION ISOLATION. FLEXIBLE_ CONNECTORS SHALL BE PROVIDED AT ALL DUCTWORK AND PIPING CONNECTIONS TO SUCH MOTORIZED EQUIPMENT. 31. PROVIDE SEISMIC RESTRAINTS FOR ALL MECHANICAL SYSTEMS AND EQUIPMENT AS REQUIRED F1 THE CURRENT APPLICABLE BUILDING CODE. 32. ALL FIRE DAMPERS, BALANCING DAMPERS, VALVES, EQUIPMENT, FILTERS AND CONTROLS SHF;i: BE ACCESSIBLE. MECHANICAL CONTRACTOR SHALL PROVIDE ACCESS PANELS AS REQUIRED TO FACILITATE M INTENANCE, REPAIR AND ADJUSTMENT OF ANY CONCEALED EQUIPMENT, DAMPERS, VALVES, CONTROLS, ETC. COORDINATE LOCATIONS OF REQUIRED ACCESS PANELS WITH ARCHITECT. 33. ALL HVAC UNIT S AND OTHER MECHANICAL EQUIPMENT SHALL BE FIELD LABELED WITH UNIT NUY4BER AND AREA SERVED. IN ADDITION, ALL PIPING, VALVES AND CONTROL DEVICES SHALL BE IDENTIFIED WITH LABELS. ALl. EQUIPMENT SHALL BE IDENTIFIED WITH LETTERS MINIMUM 2' HIGH, AND ADDITIONALLY, ALL PIPING SHALL BE IDENTIFIi WITH 6" LONG FLOW ARROWS. PIPE IDENTIFICATION MARKERS SHALL BE SPACED AT A MAXIMUM OF 20 FEET ON CENTERS ALONG EACH PIPING RUN. IDENTIFICATIONS SHALL MATCH THOSE ON THE EQUIPMENT SCHEDULES. 34. CHECK, VERIFY AND MAKE OPERABLE ALL NEW AND EXISTING EQUIPMENT TO COMPLY WIT H LAANUFACTURER'S SPECIFICATIONS. PROVIDE SERVICE AND MAINTENANCE ON ALL FAN - POWERED VAV UNIT S,! %TC. AS REQUIRED TO BRING THEM TO PROPER OPERATING CONDITION, INCLUDING, BUT NOT LIMITED TO, CLEANING OF COTS AND ENCLOSURES, LUBRICATION, AND INSTALLATION OF NEW FILTERS. 35. CHECK, VERIFY AND MAKE OPERABLE ALL CONTROL WORK AND TUBING OR WIRING FOR ALL S YSTEMS ASSOCIATED WITH THE PROJECT AREA. 36, MECHANICAL CONTRACTOR SHALL CONTACT THE ENGINEER 48 HOURS PRIOR TO SUBSTAN% COMPLETION OF CONSTRUCTION OR INSTALLATION OF CEILING TILE, TO SCHEDULE A FINAL PUNCH LIST WALK T4 #ROUGH. 37. SUBMIT OPERATING AND MAINTENANCE BROCHURES FOR ALL EQUIPMENT INSTALLED UNDERTHIS CONTRACT. 38. SUBMIT COMPLETE AS -BUILT DRAWINGS FOR EACH FLOOR AREA ON Rf PRODUCIBLE MEDIA OR ELECTRONIC FILES IN AUTOCAD VERSION 2007 OR LATER. 39. ALL DUCTWORK SHALL BE MINIMUM 26 GAUGE SHEET METAL UNLESS GfHERW ISE INDICATED. REFER TO SMACNA GUIDE T REQUIREMENTS. R INFORCEMEN Q FOR REQUIRED GAUGES AND REINFORCEMENT L HAVE DOUBLE THICKNESS TURNING VANES OR A ,H L N DEGREES,. DUCTWORK EXCEEDING 45 RECTANGULAR DUCTW W S OF RECTA 40. ALL ELBOWS SHALL BE LONG RADIUS TYPE. ALL ELBOWS OF ROUND DUCTWORK SHALL BE LONG RADIUS TYPE. DUCTWORK PER DRAWINGS AND AS REQUIRED TO AVOID 41. PROVIDE ALL TRANSITIONS REQUIRED FOR INSTALLING OBSTRUCTIONS. ALL TRANSITIONS SHALL MAINTAIN MINIMUM OF EQUIVALENT FREE AREA OF DUCTWORK TO WHICH THEY ARE E ATTACHED. -OUT DUCTS TO ' EXISTING ROUND SUPPLY RUN -OUT A NEW ANT- DAMPERS FOR ALL 42. PROVIDE SPIN-IN FITTINGS WITH BUTTERFLY DIFFUSERS AND ALL ROUND RETURN /EXHAUST RUN -OUT DUCTS TO RETI!RNIEXHAUST GRILLES. ANY DIFFUSERS OR GRILLES INSTALLED WHERE SAID BUTTERFLY DAMPERS WOULD BE INACCESSIBLE SHALL BE PROVIDED WITH INTEGRAL BALANCING DAMPERS. 43. ALL DUCTWORK (HIGH PRESSURE AND LOW PRESSURE), NEW AND EXISTING, SHALL BE SEALED AIR TIGHT. SEAL ALL DUCTWORK, JOINTS AND SEAMS WITH MASTIC NON - HARDENING DUCT SEALER. COORDINATE THIS WORK WITH THE BUILDING OPERATING PERSONNEL SO THAT THE MAIN HIGH AND MEDIUM PRESSURE DUCTWORK CAN BE SHUT OFF TO ALLOW MANUFACTURER'S REQUIRED CURE TIME FOR THE DUCT SEALER 44. ALL SUPPLY AIR DUCTWORK, NEW AND EXISTING, SHALL BE INSULATED: ALL SUPPLY AND OUTSIDE AIR INTAKE DUCTWORK SHALL BE VAPOR TIGHT. NEW RECTANGULAR DUCTWORK SHALL BE GALVANIZED SHEET METAL, INTERNALLY LINED WITH V THICK, 2.0 LB /CU FT DENSITY DUCT LINER EQUAL TO MANVILLE "LINACC%USTIC:' ALL NEW ROUND DUCTWORK AND ALL EXISTING UNINSULATED ROUND AND RECTANGULAR DUCTWORK SEA I BE WRAPPED WITH 1- 1 /T'THICK, 1.0 LB /CU FT DENSITY DUCT WRAP EQUAL TO MANVILLE "MICROLITE:' ALL W RAP INSULATION SEAMS AND JOINTS SHALL BE SEALED VAPOR -TIGHT WITH FOIL -SCRIM -KRAFT TAPE. ALL SUPPLY AIR AND OUTSIDE AIR DUCTWORK LOCATED WITHIN BUILDING SHALL BE INSULATED WITH A MINIMUM OF R -5 INSULATION. ALL SUPPLY AIR AND RETURN AIR DUCTWORK LOCATED OUTSIDE THE BUILDING ENVELOPE SHALL BE INSULATED WITH A MINIMUM OF R -8 INSULATION AND COVERED WITH 22 GAUGE ALUMINUM JACKET SCREWED IN PLACE WITH ALL JOINTS CAULKED WATERTIGHT. EXCEPTION: ALL EXPOSED ROUND DUCTWORK (WIT HIN CONDITIONED SPACE) SHALL BE UNINSULATED METAL SPIRAL TYPE. 45. ALL DUCT DIMENSIONS SHOWN ARE INSIDE CLEAR DIMENSIONS IN INCHES. 46. USE OF FLEXIBLE INSULATED DUCTWORK SHALL NOT EXCEED 6'-G IN LENGTH FOR CONNECTING ANY INDIVIDUAL SUPPLY DIFFUSER OR RETURN GRILLE (6" W.G. RATED POSITIVE STATIC PRESSURE AND 0.5" W.G. RATED NEGATIVE STATIC PRESSURE. SUPPORT FLEXIBLE DUCTWORK AT NO GREATER THAN 3 FEET ON CENTERS WITH 1" WIDE 2- GAUGE GALVANIZED STEEL LOOPS. CONNECTIONS TO EXHAUS Y. ,I D DUCTWORK ONLY. T GRILLES SHALL BE MADE W (IH RL. 47. ALL NEW LOW PRESSURE/LOW VELOCITY (T' W.G. S.P. OR LESS) FLEXIBLE DUCTWORK SHALL BE EQUAL TO FLEXMASTER TYPE 5M WITH 1- 1 /2'THICK INSULATION AND ALUMINIZED INNER AND OUTER JACKET. W 48. ALL NEW HIGH PRESSURE /HIGH VELOCITY IT' -6" W.G. S.P. MAX) FLEXIBLE DUCTWORK, WHERE ALLOWED BY CODE SHALL FLEXIBLE ALUMINUM BE EQUAL TO FLEXMASTER TYPE TL -M WITH 1-112" THICK INSULATION, ALUMINIZED OUTER JACKET AND F L DUCTWORK CORE ON INSIDE. LENGTH OF CONNECTION SHALL NOT EXCEED 6-0'. 49, EXISTING FLEXIBLE DUCTWORK WHICH REMAINS IN PLACE MAY BE REUSED IF IT IS PROPERLY LABELED WITH U.L. 181 TAG. EXISTING FLEXIBLE DUCTWORK NOT U.L. APPROVED SHALL BE REMOVED AND REPLACED WITH THAT SPECIFIED IN NOTES ABOVE. 50. FINAL CONNECTION OF FLEXIBLE DUCTWORK TO RIGID RUN -OUT DUCTS AND TO CEILING DIFFUSERS SHALL BE MADE WITH 0.5" WIDE, POSITIVE - LOCKING STEEL STRAPS AND ADHESIVE. (APPLIES TO NEW FLEXIBLE DUCTWORK AND EXISTING FLEXIBLE DUCTWORK WHICH REMAINS.) 51. ALL 24'x 24" CEILING SUPPLY AIR DIFFUSERS SHALL BE ADJUSTED OR PROVIDED FOR 4-WAY THROW. EXCEPT AS NOTED OTHERWISE INDICATED BY DIRECTIONAL ARROWS ON DRAWINGS. 52. PROVIDE AND INSTALL U.L. LISTED TYPE "B" FIRE DAMPERS AT ALL PENT (RATIONS IN NEW AND EXISTING FIRE RATED WALLS AS REQUIRED. FIELD VERIFY ALL EXISTING DUCTWORK TO VERIFY FIRE DAMPER LOCATION REQUIREMENTS, PROVIDE COMBINATION FIRE /SMOKE DAMPERS AS SHOWN ON DRAWINGS, CLASS II FOR VELOCIT IES UP TO 1,500 FPM, CLASS I FOR VELOCITIES ABOVE 1,500 FPM. FIRE /SMOKE DAMPERS SHALL BE DYNAMIC RATED. PROVIDE INSTALLATION INSTRUCTIONS FOR FIRE/SMOKE DAMPERS TO FIELD INSPECTOR AT TIME OF INSPECTION. 53. FIRE CAULK FIRE RATED WALLS, CEILINGS, AND FLOOR PENETRATION OPENINGS WIT H HILTI (OR EQUAL) FIRE RATED CAULKING. 54. MECHANICAL CONTRACTOR SHALL INSTALL DUCT SMOKE DETECTOR IN MAIN AIR DUCT OF ALL MECHANICAL AIR - MOVING SYSTEMS WHERE REQUIRED BY CODE OR LOCAL AUTHORITIES. DETECTORS SHALL BE FURNISHED AND CONNECTED TO THE FIRE ALARM SYSTEM (WHERE APPLICABLE) AND I IARDW IRED TO THE FAN UNIT FOR AUTOMATIC SHUTDOWN BY ELECTRICAL/FIRE ALARM CONTRACTOR. 55. TYPE B DOUBLE -WALL FLUE VENTS U.L. LISTED SHALL BE PROVIDED FOR ALL GAS -FIRED EQUIPMENT WITH ATMOSPHERIC BURNERS. DOUBLE -WALL PRESSURIZED SYSTEMS SHALL BE PROVIDED TOR FORCED -DRAFT TYPE BURNERS. 56. UNIT HEATER: FURNISH AND INSTALL HOT WATER PIPED UNIT HEATERS {_OMPLETE WITH ALL TEMPERATURE AND SAFETY CONTROLS FOR A COMPLETE OPERATIONAL SYSTEM. 57. EXHAUST FANS; FURNISH AND INSTALL UNITS COMPLETE WITH ALL SW II CHING AND SAFETY CONTROLS NECESSARY FOR A COMPLETE OPERATIONAL SYSTEM, INSTALL BACKDRAFT DAMPER IF NOT INTEGRAL TO THE EXHAUST FAN. 58. PROVIDE OPERATING MANUALS TO THE OW NER AND ENGINEER FOR ALL SYSTEMS AND EQUIPMENT INCLUDING MANUFACTURERS MAINTENANCE MANUALS. INCLUDE LUBRICATION, FILTER TYPES, AND SIZES, STARTING AND STOPPING PROCEDURES. LIST CONTRACTORS CONTACT INFORMATION (PHONE NUMBER AND EMAIL). 59. PROVIDE ALL MECHANICAL SYSTEM CONTROLS, CONTROLLERS, COI ITROL TRANSFORMERS, DISCONNECTS, STARTERS, CONTROL WIRING, ASSOCIATED CONTROL POWER WIRING, AND AL:I. WORK NECESSARY FOR A COMPLETE AND OPERATIONAL SYSTEM. • D PIPES THROUGH WALLS 60. SLEEVES AND COLLARS SHALL BE PROVIDED FOR ALL DUCTWORK AN • FLOORS, AND CEILINGS. PROVIDE CHROME PLATED ESCUTCHEONS FOR EXPOSED PIPING PENETRATIONS THROUGH CEILINGS, FLOORS, AND WALLS IN FINISHED AREAS. ALL WATER, SOIL, WASTE, AND VENT AND TRIM i)TCLUDING FITTINGS TO BE CHROME PLATED WHERE EXPOSED. 61. GUARANTEE ALL LABOR AND NEW EQUIPMENT FOR ONE YEAR FROM THE DATE OF ACCEPTANCE BY OWNER. 62. ALL WORK SHALL BE PERFORMED BY PROPERLY LICENSED MECHANK =S OR UNDER THEIR DIRECT SUPERVISION. ALL MATERIALS AND EQUIPMENT SHALL MEET THE REQUIREMENTS OF THE APPLICABLE STANDARDS OF UL AND SHALL BEAR THE UL LABEL AS EVIDENCE THAT THE MATERIAL AND /OR EQUIPMENT MEETS THIS REQUIREMENT. ALL WORK SHALL MEET THE REQUIREMENTS OF LOCAL CODES. 63. CUT AND PATCH TO MATCH ADJACENT AREAS, NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED. 64. ALL WORK IN FINISHED AREAS SHALL BE CONCEALED UNLESS SPECIFICALLY NOTED AS EXPOSED ON PLANS. PRIOR TO THE INSTALLATION OF ANY EXPOSED WORK THE CONTRACTOR SHALL VERIFY AND OBTAIN ARCHITECTURAL APPROVAL OF THE EXACT LOCATION AND INTENT. 65, RH'S FROM CONTRACTORS SHALL INCLUDE AT LEAST ONE PRRPOSE> SOLUTION WHICH COMPLIES WITH THE INTENT OF CONTRACT DOCUMENTS. TEST AND BALANCE f?EQUIREMENTS 1. ALL SYSTEMS SHALL BE TESTED AND BALANCED BY AN INDEPENDENT, APPROVED, TEST AND BALANCE COMPANY. COMPLY WITH BASE BUILDING SPECIFICATIONS. SUBMIT (2) COMPLETE REPORTS FOR REVIEW BY ENGINEER. 2. VERIFY AND SUBMIT VERIFICATION FOR EACH ZONE FULL COOLIN0, MINIMUM COOLING AND FULL HEATING CAPACITY AS REQUIRED. SUBMIT AIR QUANTIT IES AT MINIMUM DF %IGN STATIC PRESSURES AND ENTERING AND LEAVING TEMPERATURES FOR COOLING AND HEATING MODES. 3. ALL SUPPLY AIR DIFFUSERS AND EXHAUST REGISTERS SHALL BE BALANCED TO CFM SHOWN ON PLANS. 4. PROVIDE TEST AND BALANCE AND START -UP REPORT FOR ALL HVAC UNITS, AUX. AIR CONDITIONING SYSTEMS, AND EXHAUST FANS. REPORT SHALL INCLUDE ALL NAMEPLATE DATA, DESIGN DATA, MEASURED MOTOR AMP DRAW, VOLTAGE, CFM, SUCTION AND DISCHARGE STATIC PRESSURES, AND SUCTION AND DISCHARGE DRY BULB AND WET BULB TEMPERATURES. 5. MINIMUM OUTSIDE AIR CFM FOR ROOFTOP HVAC UNITS AND OTHER AIR HANDLING UNITS SHALL BE SET AS SCHEDULED. 6, CHECK AND CALIBRATE ALL THERMOSTATS. PROVIDE NOTIFICATION OF ANY MALFUNCTIONING THERMOSTATS TO THE MECHANICAL SUBCONTRACTOR, WHO SHALL REPAIR OR REPLACE THERMOSTATS AS REQUIRED. HEATING MODE - SET AND LOCK AT 7TF T -R +/- 2°F. COOLING MODE - SET AND LOCK AT 75 °F T -R +/- 2OF. 7. TEST AND BALANCE REPORTS SHALL BE TYPEWRITTEN OR COMPUTER PRINTER GENERATED. Provide HVAC Balance Report to the Building Division at time of final mechanical inspection. HN.A.C. LEGEND SYMBOL DESCRIPTION m SUPPLY DUCT UP L_x J SUPPLY DUCT DOWN SYMBOL DESCRIPTION ESCRIPTIO N Sit >E CONNECTION OF C ROUND DUCT TOP OR BOTTOM CO NN ( OF ROUND DUCT VOLUME DAMPER SIDE CONNECTION OF RECTANGULAR 11 ..TANGULAR DU CT J GALV STEEL DUCT r---� GALV STEEL DUCT ALT %�, f -' INSUL FLEX ROUND DUCT (N) RETURN OR EXHAUST DUCT UP (E) RETURN OR EXHAUST DUCT DOWN (R) ROUND DUCT SECTION UP E BDD ROUND DUCT SECTION DOWN •, TRUNK DUCT ELBOW • ' (TURNING VANES REQ'D) Iil,l CEILING SUPPLY REGISTER ® BOOT FOR REGISTER CEILING SUPPLY DIFFUSER ® CEILING RETURN AIR GRILLE Ut THERMOSTAT. 0 WORK POINT (POINT OF CONNECTION) SYMBOL DESCRIPTION ESCRIPTIO N Sit >E CONNECTION OF C ROUND DUCT TOP OR BOTTOM CO NN ( OF ROUND DUCT VOLUME DAMPER SIDE CONNECTION OF RECTANGULAR 11 ..TANGULAR DU CT J GALV STEEL DUCT r---� GALV STEEL DUCT ALT %�, f -' INSUL FLEX ROUND DUCT (N) NEW DEVICE (E) EXISTING DEVICE (R) RELOCATED DEVICE BDD BACK DRAFT DAMPER UCA 314" DOOR UNDERCUT MECHANICAL EQUIPMENT SCHEDULE EF -1 EXHAUST GREEN HECK IN -LINE EXHAUST FAN MODEL #SP -A 125, 75 CFM C4 0.25 S.P., 120V, 10, FAN 49 WATTS, 0.58 AMPS, 17 LBS, TO BE CONTROLLED BY LIGHT SWITCH. PARTIAL 1ST FLOO R DEMO PLAN SCALE: 1/9'= 1'-0' Q MECHANICAL DETAIL NOTES: 1. PROVIDE NEW EXHAUST FAN WIT H 4"0 VENT THROUGH ROOF CONTROL WITH V RAIN CAP. CO WfiN APPROVED SEPARATE SWITCH. 2. EXISTING EXHAUST FAN TO REMAIN. ENSURE A MINIMUM OF 75 CFM. 3. EXISTING EXHAUST FAN TO BE REMOVED. PROViDEAIRTIGHT CAP AT EXISTING CONNECTION. 4. PROVIDE NEW 12x12 SUPPLY DIFFUSER TO MATCH EXISTING, SET TO CFM AS SHOWN. 5. RELOCATE EXISTING SUPPLY DIFFUSER TO NEW LOCATION AS SHOWN. I NOTED ON W DUCT TAP SIZE AS PLANS. b. PROVIDE NEW , 7. EXISTING DIFFUSER TO BE REMOVED. PROVIDE AIR TIGHT CAP AT EXISTING CONNECTION. 8, PROVIDE FIRE DAMPER AT PENETRATION THROUGH RATED WALL, FIELD VERIFY EXACT SIZE OF DUCT PRIOR TO ORDERING. SCALE: 1/9'= 1'-0' APPROVED Subject to Field inspections Wheat Ridge Building Dept. j I Date: � ! ' I Date: " Pla_ n checker Work ,ball comply with 2006 IBC, IPC, IMC, IFGC, IFC, 2011 NEC and any applicable City of Wheat Ridge Municipal Codes. T if _t Where Ridge Building Department rotried l� W ADING OFFICIAL DATE VA* of panic The bravence of a permN or approval of plans, speeitiations alto eogBpWapom $W not be a permit tin, or at approval of, any vbidbn to ally of ON provisions of the building indoor of any City ordinanen. paf�YM ptysoadng to give aethorRy to viaboaor cancel the provisions of the fltidbg codes or other ordinances of the City sh311 not be valid. IMC 2009 - Table 403.3 Minimum Ventilation Rates Occupancy tlassiflcation People Outdoor Airflow Rate in Breathing Zone Rp (din/person) Area Outdoor Airflow in Breathing Zane Ra cfm /sf Default Occupant Density (opeople/3000sf) Exhaust Airflow Rate (cfm/sf) Square Footage Calculated Occupant Density ( 111 people /1000 SIT) OA. OA.with Zone Air Distribution Effectiveness Exhaust Airflow RTU +- 0.12 E i 0.00 I i 6.30 0 Corridors 0.06 298 f { 22.35 l I ,> Tool 28.65 I II I I 1 ) b. Mechanical exhaust required and the recirculation of airfrom such s acesa isl' prohibited (see Section 403.2.1, Item 3) c Spaces unheated or maintained below 50'F are not covered by these requirements unless the occupancy is continuous. d. Vontila tion systems in enclosed parking garages shall comply with Section 404. where periods of heavy use are not expected. E Rates are per mom unless otherwise indicated. The higher fate shall be provided where the exhaust system is designed to operate intermittently. The lowermte shall be perp6tted where the exhaust system is designed: to operate continuously during normal day hours of use.. g. Mechanical exhaust is required and recirculated is prohibited except that recirculation shall be permitted where the resulting supply airstrea m consists of not moree than 10 percent air recirculated from these spaces (see Section 403.2.1, items 2 and 4). i. ; „ I Y ! I " ( F F r 209• >I � i � 0 � 1 30 > <r , - Y 9 I I -- , '1 { # I I 1 I i 1 111 I , i ( 1" 1 1: I 17 ) I ) a D {{ t >I 4 Y I H LL } 1 # { 7 I �, II , ' t I � Ili t ue,z III " I I 'Y a ! , iY Ii L NBC... l , I I II , P L �-f I " �t u i I , I � S �L - _ it I I k. 'I ' i i I (' 125 _..1 <a ! ! - z _j{ I `(j 5 I 'I ,un i 25 , t - I , I r I � C o � 50 I 7 I EF -1 ... -! SCALE: 1/9'= 1'-0' APPROVED Subject to Field inspections Wheat Ridge Building Dept. j I Date: � ! ' I Date: " Pla_ n checker Work ,ball comply with 2006 IBC, IPC, IMC, IFGC, IFC, 2011 NEC and any applicable City of Wheat Ridge Municipal Codes. T if _t Where Ridge Building Department rotried l� W ADING OFFICIAL DATE VA* of panic The bravence of a permN or approval of plans, speeitiations alto eogBpWapom $W not be a permit tin, or at approval of, any vbidbn to ally of ON provisions of the building indoor of any City ordinanen. paf�YM ptysoadng to give aethorRy to viaboaor cancel the provisions of the fltidbg codes or other ordinances of the City sh311 not be valid. IMC 2009 - Table 403.3 Minimum Ventilation Rates Occupancy tlassiflcation People Outdoor Airflow Rate in Breathing Zone Rp (din/person) Area Outdoor Airflow in Breathing Zane Ra cfm /sf Default Occupant Density (opeople/3000sf) Exhaust Airflow Rate (cfm/sf) Square Footage Calculated Occupant Density ( 111 people /1000 SIT) OA. OA.with Zone Air Distribution Effectiveness Exhaust Airflow RTU Storage 0.12 42 0.00 5.04 6.30 0 Corridors 0.06 298 0.00 17.88 22.35 0 Tool 28.65 For Sl a cubic foot per minute =o. 8004719 m /s, ISton�908 kg, l cubic foot per minute persquam foot -0.00508 m /(s he),C = y(F)- 32TjL8 as ware foot =.0.0929m a. Based upon netoctupiable floor area. b. Mechanical exhaust required and the recirculation of airfrom such s acesa isl' prohibited (see Section 403.2.1, Item 3) c Spaces unheated or maintained below 50'F are not covered by these requirements unless the occupancy is continuous. d. Vontila tion systems in enclosed parking garages shall comply with Section 404. where periods of heavy use are not expected. E Rates are per mom unless otherwise indicated. The higher fate shall be provided where the exhaust system is designed to operate intermittently. The lowermte shall be perp6tted where the exhaust system is designed: to operate continuously during normal day hours of use.. g. Mechanical exhaust is required and recirculated is prohibited except that recirculation shall be permitted where the resulting supply airstrea m consists of not moree than 10 percent air recirculated from these spaces (see Section 403.2.1, items 2 and 4). or at (M 10F� O C OMFO F FiGa EEF2S Mechanical Electrical - r Plumbing 7891 LEVJIS COURT ARVADA CO 80005 PH: 303- 956 -8811 FAX: 14866- 929 -7403 EMAIL De n9 � sE 1 Comcastnet ? c L� f kUx ,E f ,r Y� rr a r n 37200 l of j< 02 -05 -2014 O t Lit 0 U < Z c) _ O DRAWN BY: JAF /A F/RE CHECKED BY: JAF REMSIONS: No. Description Date PLAN REVIEW COMMENTS 02 -05-14 ISSUE RECORD: No. Description Date 1 ISSUED FOR PENT /COHSE 12 -20 -13 SHEET CONTENTS: MECHANICAL HVAC PLAN f0fkimE o�013of7Go ,1-2� P� PROJECT NO.: DATE: DRAWING NO.: Masai It- MECHANICAL PLAN +ww on . __�. ,.... ,..y�.,.m.�,��._...,� a•+nsaR•�+r•.r�Fr I"'.ass�.wxwxa+ia� ae�l saw .and prr cran��sw+raa+� Property Add ress-. 62 � � ry Owner, (please print): 2 � Phone: a A A rchitect/Engineer E PhI 4 ,20 KA Contractor: 4. 4�f Contractors License Cggtra+ct E-mail dd raas: � ► Cont ract ors.* W. . City License ## W. . City License ## W. R. City License ## " i • r M w: # ! S . FULF Btu's Gallons Amps Squares Other City of Wh6atN COMMUNiTy DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 301235.2846 F: 3012351857 Attn.- Lee Klaue 7693 South Brentwood Court Littleton, CO 80128 Dear Mr. Klaue: The Wheat Ridge Community Development Department is in receipt of your business license application for an auto repair and restoration business on property located at 6700 W. 44 Avenue. The purpose of this letter is to inform you that your application has been APPROVED with the following conditions M , Sales Tax Division Steve Pelletier (via email) www.d.wheatridge.comi This certificate verifies that the building constructed and/ the use proposed of the building and/or premises, under t above permit number and on property described below, does compl with the Wheat Ridge Building Code and development standards o the zone district in which it is located and may be occupied All other licensing requirements for the City must be met. • EMEE3311� Owner: STEVE PELLETIER 06700 W 44TH AVE WHEAT RIDGE CO 80033 Contractor: Allen George 806 TROY ST AURORA CO 80011-6639 For the Following Purpose: Commercial Remodel Code Editions 2012 ICC/2011 ff0 6 CC/2011 1 6 I ICC/2005 Other t6 — Zoning — Administrator NO change shall be made in the USE of NEC this building without prior notice NEC and a new Certificate Of Completion NEC from the City • Wheat Ridge. IFICATE MUST BE POSTED BY FRONT DOOR 01 COMMERCIAL OCCUPANCIES . CITY OF HEAT RIDGE Building Inspection Div: : I ns p ection m» » ,, ■.; » ®. (3 03) 2 3 7- . a Fax INSPECTION NOTICE Inspection Type: w Job Address: : Permit Number: . \ \ »! - -- , . \.Cv (I .4 / ; D"n M,_ *z :» «.. ■ ze 5 2 7 - / ».pe 4 r: » i FOR OFFICE USE ONLY i Building Permit Application Address: Complete all information on BOTH sides of this fora Sq. FtJLF Btu's Gallons Amps Squares Other t` '1 NER/CONT ACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pe it application are accurate and do not violate applicable ordinances, rule; or regulations of the City of Wheat Midge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that i have read and agree to abide by all conditions printed on this application and that l assume full responsibility for compliance with applicable City of Wheat Midge codes and ordinances for work under any permit issued based on this application; that l am the legal owner or have been authorized by the legal owner of the property to perform the described work and arcs also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE (0141Y DER) (CONTRACTOR) gr (UTTIORIZED REP ESEN AT"IVE) f (0 NE R) (CONTRACTOR) 1A1 E: SIGNATURE: DATE: Buil :. i V a l uat i o n: m�«: ww, <.t? » #f2 ©v�- »2 » »2 ■!» ;2 *2�» © : ? #� » :f # ?■f : »«2 ■f» « * » « <; > ~ f « A A RP R OVED By. DATE-, COM CA Ww\(4» % .h °\ 4 vr- City of r- wh 6 ail - C �► mA t Electrical Contractor :Plumbing Contractor Company St ate License #: Master Wheat w Wik Si Auth Age Mechanical Contractor Company Name: Phone: Wh R Lic . Tate +t t l l f , � 111 r ► City of W h 6 at tic COMMUNiTy Di-m- NZ4N We: IA 13 Plan # Permit # (Fully describe work to be performed - Attach additional sheet if necessary) I'T4 Sj b YV\ Review Fee (due at time of submittal): Squares - BTU's _ Gallons _ Arnps Sq Ft. M Allen George RM Commercial Contractors I arn in the process of reviewing the renovation proposed for 6700 West 44"' Avenue and require the following infortnation to continue my review. www.d.wheatridge.coms w • w w m w _w and wllwl�• in abov b T. a �Il R . w- a * Arvada Fire Protection * Wheat Ridge Distrii C onsoli da ted * Valley Water District * Denver Water 0 n s •.�•w w o Wheat Ridge Sanitation District o Clear Creek Sanitation District District o Fruitdaie Sanitation District o Westridge Sanitation District o Other Agency Notes. Signature. It Date. "' ml it Im ig rill"i C2 1. ELECTRICAL REQUIREMENTA The Tier 1 SECTTON Lc - The Tier 1 Intake and Exhaust with heat ELECTRICAL REQUIREMENTS Eig• th Reggirgmgnt5: 2 Standard 7.5hp Motors - 208v/60amp, 230v/60amp or 460v/30amp 3 phase service. Lights - (2) 120v- 20amp single-phase circuits standard or (2) 277v- 10amp single phase circuits optional. 1. All electrical should run through a disconnect panel per NEC (National Electrical Code) before entering the Garmat Main Control Panel. II. Connect power for (2) 7. hp 208/230/460v, 3-phase 60hz motor circuit (see page lic-1 item 1). IV. Connect lighting circuits from Main Control Panel to junction boxes on Spray Booth Cabin (see page 11c-2 item 3). VII. QQ N_ install electrical to obstruct any access doors and panels. Must be at least 3'from booth door openings. Per NFPA 70 (NEC), Current ED., 4.3. (See Page 11c- 5) VIII. The front • the Main Control panel must be a 3'-6" from any obstruction and A from another control panel, Per NEC, Current ED. (See Page 11c-5) I SECTION c The Tier 1 Intake and Exhaust with heat ELECTRICAL REt UIREMENTS Control Panel - Page 11e -1 NOTE: The information provided in this documentation is for PRELIMINARY BIDDING AND PLANNING PURPOSES ONLY, r _ 4 i l � c � e t f f � v d m 5 a ' J? ...... y fi ^ c 1 V � i IX TIER 1 MAIN CONTROL PANEL 1. Power Connection Block -- Motor Circuit 2. Terminal Strip 3. Grounding Bar 4. Fire Suppersion .hamper (do not operate booth without fire suppression) S. Light Fixture Interlock Jumper (do not opperate with jumper in place) w The Tier 1 Intake and Exhaust with heat 111112005 "CONTRACTORS MUST VERIFY COMPLIANCE OF LOCAL CODES WITHIN THE JURISDICTION OF THE INSTALLATION SITE" SECTION Lc - The Tier I Intake and Exhaust with heat ELECTRICAL REQUIREMENTS Connections - Page NOTE. The information provided in this documentation is for PRELIMINARY BIDDING AND PLANNING PURPOSES ONLY I The Tier 1 Intake and Exhaust with heat 1111/2005 CONTRACTORS MUST VERIFY COMPLIANCE OF LOCAL CODES WITHIN THE JURISDICTION OF THE INSTALLATION SITE** 95ECTIOIV Lc - The Tier 1 Intake and Exhaust with heat ELECTRICAL REQUIREMENTS Electrical Drops - Page 11c-3 NOTE: The information provided in this documentation is for PRELIMINARY BIDDING AND PLANNING PURPOSES ONLY V A N SECTION Lc — The Tier I Intake and Exhaust with heat ELECTRICAL REQUIREMENTS Interior Serviceable Light Connections Page lic-5 NOTE: The information provided in this documentation is for PRELIMINARY BIDDING AND PLANNING PURPOSES ONLY .... . ...... - 7 ........ . . V0 A'X ,'f N S AM A The Tel I Intake and Exhaust with heat 1/11/2005 "CONTRACTORS MUST VERIFY COMPLIANCE OF LOCAL CODES WITHIN THE JURISDICTION OF THE INSTALLATION SITE** uiN ' fir► � � r�� ��► IIIM� � ■ � � 1� rU SECTION Lc — The Tier 1 Intake and Exhaust with heat GAS REQUIREMENTS Page 21c NOTE: The information provided in this documentation is for PRELIMINARY BIDDING AND PLANNING PURPOSES ONLY The Tier I Intake and Exhaust With heat 1/11/2005 "CONTRACTORS MUST VERIFY COMPLIANCE OF LOCAL CODES VATHIN THE JURISDICTION OF THE INSTALLATION SITE** SECTION Lc — The Tier 1 Intake and Exhaust with heat GAS REQUIREMENTS Gas Train - Page 21c-1 NOTE: The information provided in this documentation is for PRELIMINARY BIDDING AND PLANNING PURPOSES ONLY, V;l ... ........... ..... . .. . - d j j %"A\—At, CA �V//"! V V A, -' 4 �i ULA'(" -4, 1. NO 4 A V V4J/di VA� VF A to K i 'VALVIl"', 8 A c VA,,"' VAL" 99270E GAS TRAIN COMPONENTS SECTION Lc — The Tier 1 Intake and Exhaust with heat GAS LINE REQUIREMENTS Gas Drop Locations - Page 21c-2 NOTE: The information provided in this documentation is for PRELIMINARY BIDDING AND PLANNING PURPOSES ONLY L E SECTrON Lc — The Tier 1 Intake and Exhaust with heat AIR LINE REQUIREMENTS Page 31 10' 1i I ININ I 1? 11 1 ''Zill I 1 1 1 11 1 411 1 111 -TI#= Supply 100-PSI compressed air to main Garmat control panel, including shut off valve (not supplied). Clean and dry air is required before the spray booth control panel. A quality Airline dryer (not supplied) capable • a constant 17 cfm shall be installed p1jor to main control panel. 111. An adequate pressure regulator (not supplied) capable of a constant 17 cfm at 60 psi is recommended prior to entering the spray booth cabin (do not mount regulators • air filters inside the booth cabin). I IV. 12Q NQ:[ install air piping to obstruct any access doors, access panels, walkways, vent stacking. I �Vvaj�w� The Tier I Intake and Exhaust with heat 1/1112005 "CONTRACTORS MUST VERIFY COMPLIANCE OF LOCAL CODES WITHIN THE JURISDICTION OF THE INSTALLATION SITE** SECTION Lc - The Tier I Intake and Exhaust with heat AIR LINE REQUIREMENTS Air Line Drop Locations - Page 31c NOTE: The information provided in this documentation is for PRELIMINARY BIDDING AND PLANNING PURPOSES ONLY] "I A OPTIONAL 2nd LINE INTO CA 4TO CABIN SECTION Lic — © Tier 1 »:»»e :»« Exhaust with heat AIR LINE REQUIREMENTS Control Panel - Page 31c NOTE: The information provided in this documentation is for PRELIMINARY BIDDING AND PLANNING PURPOSES ONLY] ------ - -------- ........ ........... I . . . .......... . . ------ 1 ..� _. �� ��� . H � f � SECT10N Lc — The Tier 1 Intake and Exhaust with heat DUCT WORK REQUIREMENTS Page 41c 1! 1 1 1 1 1 1 « « 11 1 1 ! I Requires (1) Intake and (1) exhaust stack including curbs and caps for mechanical unit. !1111111111111111111!111111111111111111111illll!!Illl,lllI 23�� ! , joints and connections must be sealed and waterproof. III. The intake opening is 25"x25"'. The intake stack must be a minimum of 25"'x25" on standard equipment and as straight as possible with no offsets greater than 45-degrees. IV. The exhaust opening on a standard mechanical unit is 25"x25"' (larger units will have larger openings, contact distributor to verify duct size). The exhaust stack must be a minimum of 25"x25"' and as straight as possible with no offsets greater than 45-degrees. V. A cleanout door shall be installed above the dampers in the exhaust stack (see 41c-2) VI. Roof penetrations must accommodate the duct plus additional clearance required by duct construction and local code. A roof curb will also be required as per local code. VIL A Garmat style intake cap with a bird screen is recommended (see 41c-3). The inlet of the intake cap must be 3' minimum from rooftop. VIII. A Garmat style exhaust cap is recommended DO NOT USE BIRD SCREEN (see 41c-3). Discharge from exhaust must have a 10" separation from inlet • intake cap and any other inlet into building. Note; It may • necessary to offset exhaust stack to accomplish required distances. Guy wires or other method are required to secure stack. Intake and exhaust ducting is NQ1 PLtOVIDED with a standard boot'" purchase, unless otherwise noted. i The Tier I Intake and Exhaust with heat 1/11/2005 "CONTRACTORS MUST VERIFY COMPLIANCE OF LOCAL CODES WITHIN THE JURISDICTION OF THE INSTALLATION SITE" I� � if V \ DIMENSIONS SHOWN ARE FOR DUCT OPENINGS, NOT ROOF CUTS Larger fare packages will require a larger duct. Contact distributor to verify duct sues. -; = W� The Tier 1 Intake and Exhaust with heat 1/1112005 "CONTRACTORS MUST VERIFY COMPLIANCE OF LOCAL CODES WITHIN THE JURISDICTION OF THE INSTALLATION SITE" Ili r • -. • mammul M ME SECTION Lc — The Tier I Intake and Exhaust with heat FIRE SUPPRESSION Page 51c REQUIREMENTS k 11 # I r i 1p il 11 11 1 � � - i i L L • 1; 1 � � '' , ''I I'll 1 11, 1 11 ; jn;j! III Ir '111 1111!!1111111 i 1 1. Sprinkler heads - MiniMUM 211fi'* EallrAphS11 or higher for actuation temperature (booth is capable ♦ constant 190 Fahrenheit temperature in bake cycle). "Dry Pipe" heads are recommended to prevent freezing, Note, cold air will infiltrate through ducting and cabin. All heads in spray booth cabin must be caulked. Amount of heads and locations must conform • national and local codes. II. Installation - Cabin penetrations to be along centerlines of filter rack supports (see page Note: under no circumstances shall more than • roof panels be used to support or penetrate piping (roof panels are designed as explosion relief). No pipe installation along floor inside booth cabin. III, Lines run to pit must be through exhaust box, All penetrations must be seated. ►• NQJ block vertical damper located between exhaust box and Intake. IV. P_Q_bM obstruct any access doors, access panels, walkways, or vent stacking. V All equipment considered extra hazard for classification, WAt R:NIF ,R' C WC tv U611 J AL tV� " =Wn ,� The Tier I Intake and Exhaust With heat 111112005 "CONTRACTORS MUST VERIFY COMPLIANCE OF LOCAL CODES WITHIN THE JURISDICTION OF THE INSTALLATION SITE** I-E e'_4 '4p,, "v Review Fee (due at time of submittal): WOKE= Mr. Steve Pelletier Cameros Plus 5293 'Ward Road, Suite ## 12 Arvada, Colorado RE Asbestos-Containing Building Materials Inspection 6700 W 40 Avenue, Wheat Ridge, Colorado &A Project No.. 2911.01 Dear Mr. Pelletier: ACM Descri ion► 12"xl2" yellow; floor tile i " in # � iw rm " a s ��u ri�, ,� ♦k k w 3 , r „�, � , �k� °r” t� �4 i t t chrysotile asbestos (also F.T. no carpet Room 8 3 0 SF) See Figure 2 Austin . baton Rouge . Carrollton . Deaver . Mesquite . Richland Hills . Tyler 6700 W 44 Avenue, Wheat Ridge, CO Asbestos Report March 4, 2013 Page 2 F&A has had extensive experience with older buildings that have been abated during demoliti or renovation projects. Occasionally, additional asbestos was discovered during demolition concealing ceiling, wall, or flooring materials, I The PLM Report in Appendix I indicate the results of PLM analysis for bulk samples collected in the scheduled demolition areas. The PLM Report shows the room or area in which the sample was collected and provides a description of the sampled material. Sample analysis reported as "None Detected" should be interpreted as meaning no asbestos was observed in the suspect material above the reliable limit of detection, (1% by visual estimation) for the PLM method. The following materials did not contain asbestos: • Texture, joint compound, drywall walls throughout building. • Cove base and associated mastic throughout building. • 2'x4' suspended ceiling tile. • 12 "" l2" tan floor the and associated black mastic. • 12"x]2" orange floor the and associated black mastic. • Gray ceramic floor the grout in entry area. • Black mastic associated with 12"x12" yellow tile. • Gray linoleum countertop in Room 16. Based on observations made at the Site, and results of the analysis of bulk samples collected during the inspection, F&A recommends the following: I . Friable ACBM that is in good condition and is not disturbed does not require additional action. However, if the friable material becomes disturbed, or is in poor condition, then stabilization measures need to be taken. No friable materials observed during this investigation require stabilization at this time. recommends removal of the 12"x12" floor tile in the areas that vehicles will travel over, the floor tile in the office areas can remain under the carpet. Austin - Baton Rouge - Carrollton - Denver - Mesquite - Richland Hills - '1)71er 6700 W 44 Avenue, Wheat Ridge, CO Asbestos Report March 4, 2013 Page 3 3. If ACBM are to be removed or disturbed as part of renovation/demolition activities the ACBM should be removed under abatement conditions before, renovation begins. 6. If any material cannot be positively identified as non-asbesto ning by the analytical results of samples collected during this inspection, it should be treated as asbestos until a sample of the newly identified suspect material can be collected and analyzed by PLM. 7. 'The building owner should be aware that removing ACBM does not discharge ownership. During transport or after burial in an EPA-approved landfill, any contamination throughout the lifetime of the material remains the responsibility of the building owner. This report has been prepared on behalf of and exclusively for the use of Camaros Plus. The conclusions expressed by F&A regarding the conditions of the site are based solely on the observations made on February 27, 2013, the data collected during this inspection, and the laboratory results of the samples collected and analyzed. The beneficiaries are hereby advised that conditions observed are subject to change. This report and the findings contained herein shall Austin - Baton Rouge - Carrollton - Denver - Mesquite - Richland Hills - T)Aer FIGURE 1 ��� SAMPLE LOCATION MAP 6700 W. 44TH AVENUE 2LME,t,T iGE, COD m I ,6700 FIGURE 2 Ist Floor. ASBESTOS LOCATION MAP NO SCALE 6704 W. 44TH AVENUE WHEAT RIDGE, COLORADO 6700 W 44 Avenue, Wheat Ridge, CO Asbestos Report March 4, 2013 Page 5 Reservoirs Environmental, Inc, Effective January 1, 2012 P, 303-964-1986 5801 Logan Streat, Swats 100 Denver, CO 80216 1 REST -ENV F: 303 -477 -4275 www,reitab.com Fags 1 of 5 L 6 I X w uj (i z W Z 0 w i 0- > ut z w 0 > 0 (ID z w 0 W I-- w 0: ra 0 0 0 0 w > Ma < m w o z w t 0 Ix w 0 (L w AC U. ( to 0 '1* in < 0 z oa W z0 CL E = t : E =1 w _ d- a. m VO 0 — , < to cv LU V AR m E cr 0 U U < � I 1 6 i au ,. • i 1 • * c� 0 e 000 c ae ! CL E # 0 Wi a 0' Cx ca C Ca • # i # # • r A ! ## ♦ t Y CL E 1 = a ! z a • ! ! * f K t ! # • a 0 • A a • Y a ## t a a � 1 LU t a * c� 0 e 000 c ae ! CL E 0 a 0' Cx ca C Ca 0 0 z CL E 0 cc coo a cl w 0) 0 m CL p 0 E. c E E 0 { 0 a Z < ?° cu w d co < co 0 < m � Q Co 0 Q Y'" W to P- f�+ 1�- N 04 N C C p�rryy a4 y J W � CJ M 3L L6. c� ! W � CJ M 3L L6. a w v� cn - Q 0 0 rb z � 7 0C? 00 - C C9 C7 C!9 iz 0 Z a 0 EJG Z w 0 0 Z n a cc z u. U 0 0 0 0 4 �» z t CL w Aim o j IZ U- C4 40 U. CL h? " i a� ,.r 0 a: ' Za 2 2 0 .0 4-i cra a. ,- >- vm cn - Q 0 0 rb Ca c> � 7 0C? 00 - C C9 C7 C!9 iz 0 Z n a u. 0 0 a� sr cra a. ,- 'aa ca ca � cs cs E c ai t rt as P t: m d w w < < co <L co 0 < Co u co C N N C C%4 N N Ix Ix I t w a sE: C> C> Ul) .� 0 u. L a' Z a 0 0 z cl o z z u p C? a� to CL i 9 12 LU Z 0 w zi a. e P ca v m c to co E 0 cv w E 0 «m s m _? l - r ' LL #Y iG 3N. IL T* — 7 - J w w � � w� Q 0 C C °4) Ci 26 e3 ` =- "0 V .., .. z Lo wLU 0. a 6L}+ (, 0 0. m Lo Q Q9 � F^ 0:U{ 0 -° R I t w a sE: Tyler Austin - Baton Rouge « Carrollton - Denver « Mesquite » Richland Hills - 6—m lll y� s4 g yp, Yr q H( p4 iINV 'it n F u 30 js ew. T16 l z NYe i t :) Cp ry } v 1\ 4 p Ow 6—m t }P ti q H( p4 F T16 NYe i t :) Cp } v 1\ 4 p Ow yM km CL « q CL W dd CID y. " GP 4 i jR q q � paCL e x w cz gg^ 5 A„ �rury Nx.i pyy t }P ti :......... [Rol LO 0) t1,? Now 0 r CCt :......... [Rol INSPECTION RECORD OccupancY/Type '�V LINE: (303) 234-5933 �p t A a" Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. 44VA III o 1 a5�4 INSPECTOR MUST SIGN ALL SPACES PERTAINING To THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR S INITIALS COMMENTS: Footings/Caissons Stemwall / (CEG) Concrete Encased Ground Reinforcing or Monolithic Weatherproof I French Drain Sewer Service Lines INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLIC WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Water Service Lines **NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BYPLANNING AND ZONING, BUILDING AND PUBLIC WORKS 13EFORE A CERTIFICATE OF OCCUPANCY is ISSUED. FINAL INSPECTION BY THE BUILDING DiVISION DOES NOT CONSTITUTE AUTHORIZA OFA CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) Heating (Underground) ROUGHS Sheathiong I Lath / Wall tie Mid-Roof Electrical Service r Rough Electric Rough Plumbing Gas Piping INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLIC WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. 4 Rough Mechanical **NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BYPLANNING AND ZONING, BUILDING AND PUBLIC WORKS 13EFORE A CERTIFICATE OF OCCUPANCY is ISSUED. FINAL INSPECTION BY THE BUILDING DiVISION DOES NOT CONSTITUTE AUTHORIZA OFA CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. FINALS Electrical Plumbing Mechanical Roof Building Final Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLIC WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping **NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BYPLANNING AND ZONING, BUILDING AND PUBLIC WORKS 13EFORE A CERTIFICATE OF OCCUPANCY is ISSUED. FINAL INSPECTION BY THE BUILDING DiVISION DOES NOT CONSTITUTE AUTHORIZA OFA CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax 1 INSPECTION NOTICE Inspection Type: 46 G kgq�>x` Job Address: ,,7n c> � VY76 A/ . Permit Number: 4014 a AAPROiAD ❑ No one available for inspection: Time 1 AM Re- Inspection required: Yes No When corrections have been made, call for re-inspection at 303 - 234 -5933 Date: Z2�2`r3 /io Inspector: .. DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: �e���i= Job Address: / u> Vf°YSf Permit Number: APER�V � ❑ No one available for inspection: Time l / !� PM Re- Inspection required: Yes * When corrections have been made, call for re- inspection at 303 -234 -5933 Date: Inspect r DO NOT REMOVE THIS NOTICE ►' ' City of Wheat Ridge r 0000'r Commercial Roofing PERMIT - 101656 PERMIT NO: 101656 ISSUED:. 06/30/2010 JOB ADDRESS: 6700 W: 44TH AVE- rEXPIRES: .12/27/2,010. DESCRIPTION: Reroof 133 sqs - x ** *.CONTACTS * * *: sub 303/420-8080 Lost & Found sub .303/279 -4141 Curtis Nicholson 01 -9667 WESTERN ROOFING - s * *' PARCEL INFO ZONE .CODE: UA USE: UA q SUBDIVISION: 0405 BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 77,532.97 FEES Permit Fee 1,091.75 Total Valuation .00 Use Tax 1,395.59 ** TOTAL ** 2,487.34 ,21 Conditions: ; 6 nails per :shingle is required. Ice dam membrane is required from'eave edge to 2' inside exterior ,walls. Board sheathing with any gap greater than 1/2" requires panel sheathing overlay on entire roof.. Sheathing.: inspection is required prior to covering. Midroof inspection is not required on permits purchased after 4/18/10. Contractor shall provide ladder 'for inspections. Scheduled - inspections that - .cannot 'be performed due to inclement weather must be - cancelled priorto 8:30 a.m. -on the day ,ofinspection or a re-inspection fee will be assessed. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable '4 ordinances, rules or regulations of the City of Wheat: Ridge: or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this applic on and that Iassume full responsibility for compliance with the Wheat Ridge. Building Code (Y.B.C) and all other ' W applic e ea Ridge Drdinancea,for work under permit. Plans subject to field inspection.; C� Q �U Signatu of contr ctor /owner 'date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning. Regulations and Building Codes of Wheat .Ridge, Colorado . or any other applicable' ordinances . of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration x`di date..... An extension may be granted at the discretion of the Building Official. u 3. If this permit expires,a new permit may be acquired for a fee of one -half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year... If changes .. have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a. new permit. 4. No work of any manner shall be done that will change the natural "flow of water causing a drainage problem. S. Contractor shall notify the Building. Inspector twenty -four (24) hours in advance for all inspections and shall receive .,. written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor 2 r an approval r of, any violation of the provisions of the building codes or any other ordinance, law, .rule or regulation. All plan review issubject to field inspections. Signatur - f. Building Official -date INSPE IO REQUEST - LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 -- REQU TS MUST BE I MADE BY 3PMk ANY BUSINESS. DAY FOR ..INSPECTION THE ;FOLLOWING BUSINESS DAY:: Cit of Y h6at l dge OMMUN ITy DEVELOPMENT Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Date: Plan # Permit #�� �I Office: 303 -235 -2855 * Fax: 303 - 237 -8929 Inspection Line: 303- 234 -5933 Building Permit Application i?rgperty mqi** � `70c) c,W Y�4 -rK 14-t/ Property Owner (please print). Phone: 303 - - 80 8Q Mailing Address: (if different than property address) Address: City, State, Zip: 0o60*40: Ft��S2�62n) 'tom l N e Contractors City License #: l C ! 617 Phone: ;3 ubontraetors_ ;C Electrical: �� Plumbing: Mechanical: City License # City License # City License # Descn�ption «off Work: Contract Value: Susf�r4 �d'Zt utc� —(uS�� $ 77 S3Z , r t7 Review Fee (due at time of submittal): Squares l�S� BTU's Gallons Amps Sq Ft. $ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that i am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: [ (OWNER) [ (CONTRACTOR). ar (AUTHORIZED REPRESENTATIVE) Of (OWNER) (CONTRACTOR) PRINT NAME: 6� �T d C AP&' SIGNAT� DATE: Bldg Valuation: COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 76704 BUILDING INSPECTION LINE -(303-234-5933) Date : 2/3/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: Property Address Contractor License No. LOST & FOUND 6700 W 44TH AVE 21866 Company : Torgerson Electric Inc. Phone : 420-8080 Phone : (720) 934-0963 OWNER/CONTR4CTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of W heat Ridge or covenants, easements or restrictions of record; that all measurements shown, and alle9ations made are accurate; that I.have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with lhe Wheat Ridge Buildin9 Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OW NER)(CONTR4CTOR) SIGNED DATE~ Construction Value : $200.00 Permit Fee : $30.55 Plan Review Fee : $0.00 Use Tax : $2.40 Total: $32.95 Use: Description : ELECTRICAL HOOKUP OF FREE STANDING SIGN. SIGN PERMIT #16512 BUILDING DEPARTMENT USE ONLY SIC Approval : TRC Zoning : R•C 30 JAN 04 i Com `e s ~~R~, Approval: DM Pu"litic~Wark (g~~ER Approval : Occupancy: Walls OK PER 2002 NEC ART 600. 1/30/04 Roof Electrical License No : 21866 Company:Torgerson Electric Inc. Expiration Date : 2/28/2005 Approval: oklks Plumbing License No : Company : Expiration Date : Approval: Sq. Ft. : Stories : Residential Units : Mechanical License No : Company : Expiration Date : Approval: (1) This permiiwas issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the bullding authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new pertnit may be acquired for a fee of one-half the amount nortnally required, providetl no changes have been orwill be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment . exceeds one (1) year, full fees shall be paid for a new permit . (4) No work of any manner shall be done that will change the natural Flow of water causing a drainage pmblem. (5) Coniractor shall notiy the Building Inspectorhventy-four (24) houre in advance for all inspections and shall receive written approval on inspection card before pmc u g with succ sive phases of the job. (6) iss n d or the approval of drawings and specifcations shall not be construed to be a pertnit for, nor an approVal of, any violation of the ysi s o u' i codes or any other ordinance, law, rule or regulalion. > Chief Building Inspector Please sign Terms and Conditions on reverse side of page. - oe w"EAr COMMUNITY DEVEIOPMENT DEPARTMENT ~ 9o BUILDING INSPECTION LINE - (303•234•5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 •(303•235•2855) APPLICATION Property Owner. ,[OSl (v Li/!j! ~~p j/,€ Property Address: 6700 Contractor License No.: Company: i OF UHDERSTANDING ANDAGRfEYENT Building Permit Number: 7z~- t-~ A Phone : &43J 7 9 "S-0o D Phone: 1 hereby ceAdy mat the setback Ostances proposed by this permil application are aaurate, and o not vplate applicabk oNinances, rules or regulations ol the Ciry of Wheat Ridge or wvenants, easemenfs or trictions of Construction V alue: ~ a O record; fhat all measuremenLS shown, a~ allegations matle are acarate: that I have read and agree o abide by permit Fee: $ all corMiUOns printed on ih"s application and that I assume full fesponsbiliry for compliance wM Ne eat Ritlge p lan Review Fee: S Buildirg Code (U.B.C) aM all oUher`pplicable wheat Ridge Oidinances, lor work under this pe iorc~ erse.~ ~lectr Use Tax: 3 (OWNER)(CONTW.CTOR) :SIGNEO 1M-~'-e.t~- DFTE/ ` IS'° I (ONIJER)(CANTRACTOR):PRINTED , e H=1us3 onTe445ady Total Fee: $ So►UJSCU cfomMulu1TI13S. DESCRIPTION; dFEGM/ C~L .C7JNG S/6/V SXXI 000A6i*&n/T ~~<6fo2. OMNEMTS: 30 J-3~ ApprovaC (~D Tlt Zoning: pz- cauME«Ts Approval: 2y6 Z owcscowEr+rs: Approval: Occupancr b"Jails- License No: SIC: 6 t~}~y Residerdial Uni[s: Mechanical License No: Company: Expiration Date: Approval: P)CE~AZ7~. &G-O `.GGt oPv(Ie5 Plumbing License No: Company: Expiration Date: Approval: Company: ExpiroGon Date: Approval: (1) Thb pamll wa iawsd N sccordanu wYF the proriNms sel brU in your appfiWion and if wb}ect W Ms Im oi Me SMe al tolondo and to the foniny Reyu4tions md BullAny CoAn d1YhaH RidW. Colorsdo or any dha app6dDk admanca o1IM1e Cily. (2) Thb Dww " expim tl W Mr wak wMOrtrtl h na1 canemncM MMin thtY l6D) dap hom ewe drta a(B) the buii&n9 authafzW n auapmAed a abaneonM lor aqrbd W 120 dayi (3) t thb DmM aClarn, a ner DvmR mrY be scQdrW for a hs o( onthatt the amount nomaBY nWhd, puvided no chanyef hare been a rriY De made {n the oriylnal . q+n. ,na pKMkatiau ,na ay+uww+im a.wnammeM e.s noc a.u.d.a on. r.u. e cnmqa n,w bwi «x mse«" a aewwoMwrt acam w. yw, Ntl Ms Nal b pieM ta a nw qmil (q No.MdanyounmrsAaHMdons tlutMBCAanpeMenaWNM.olwuaanbyadnMayeWaDlem (5) eonvacw shr r4tYr the Bullmnn b+o«lar twwurJOUt Rq nwn N ae.na for ae Msvocdons ana ,nap ractlve wmw .ppoval oo unsv~n cua belore procadnp MM waaaiw Maa dMe pk . (6) TAe lstuanct ol a psmil a tAS apprwal of dnMnps aM sparXkndons shaL W be wnaWed to be a prMl (w, nw an appovd ol, any viola6on o( the prmisions ol MebuWdinpcoda "yaMaamnance, law.rvlearapulibbn. . l / Chief Building 6 ector ~u z J ~ W ~ ~ e c aW g1 ~ zC ~w a.~ Il.l ~ ~ ~ o~--~ ~ ~ x ~c ~ ~aw 09 ~ y Up 6 a JMAs sUa kb - I ? ' ~ Q ~ J I _p ~ ~ ~ v J d 3 W ~ Sent By: FAMILY COUNSElINO; V N ? Pl Z w~+o~ h•NIO y F' ~ WCN L I U~J ^ ✓ LL f n} ~ I , 7 Q o Q ,O : 1 u ' ~ 1./ ~ y J ~ V / O ~U wl / (V LLI I Z ~J LL L Z ~ ' .-F-~ • V 0 1 ~c>o lJ1 m IV11 . ~ (n . i - ~ l # O N= f 1 ~ VI N • O ~ u O~ LLi ~ V ~ ~ - a'~ • J z LL v G N ~ > o ~ . „I I , O r~ K V s Y m ~ N i K Vi ' H V ~ LL0. O ~w V I . S. Z r- 3 V~1 zwm a.no 24n s I / ~ LLIJO irm y) l c~n0 YW O 1i IL J GWK 2 JZ'~p ~ J Jll r n 6 W • N Y - } K NWNI- y~J CO00 Q JU J V ~ O" 0 i ~ i- W i0 dc ~ ~ OCN N 6itio ~ W ~N • ~MWZ , P ..fc ~ ~ m zV 303 420 9299; Nov-18-03 0:18; Page 1/1 (f{.}LVR6Vµ-` M• ~ ' ¢ ~ f0.L]KI-Y ?~~04. >z •a~ ovu '4 4iy~ 4YU~Y Q- •2 p6H6 K~N7U1 ~ U' 2 JNOe¢> Z i- ~G~-rY+zr Wa ~~¢CQ o ~VWJSF-O WZJ4~ a-wo~w UW~rYtl~t a y . ' ~ v-kozm~nx ~c ' • a ~ ~ Lr~/+~!'a e~ o w7 F- ~ momZ V ~ •2WGUW Y . [GCY~-2U32Zt~ ~ LL W2 Q-nKo-O O> c~rrc m WZ Zi- uO~pZ Y WOS'~4JV, W WW F~hF ~ ~Y S~r VGWD~~Zs W LLUd02Y14-W ~ =~~ar -bOS~G<3cWF-S . AvM- i0-1~(~J 1 k1 .O$ ~ ~~~~~IS s I 10 ' flu(1~ It, N ~ . . LO'O[t 3.6Y~Ci.oO 5 ~ Z ~ . (V ~ ONIHUVd SlviidSV I F_ I _ . „ ~ I • ^ . . .9 LC . i I N o t _ ' - ~ to ~ ~v -Y.Z o . .0'OV . .'I I =n ~ 2 ~ m p ~l t vt; p I YLLm ~ ~ oIYY ~ . • I r LC¢ , _ _ rn 02 ~ . I ' ~ .i'SG ~ ~ - _ ~ -F•!9 : .Z'fiZ . I ~ ~ • 3~ _ G~u=C J . - 1 I iq i N ^ P 021-20 O!. JIQN- L v ~ ~ h Y 2 q 7 J, .U~G1 _ ~OYNLL3m .0 LZ~ ..--.:.~.IL- ' G Z', ~ . l. w S O ~ . I N [ _j .....I : 0 - - . . l X N - m _ ~ en - ~ v° C) ~~71VtlVd LlVti~{SY I W u~ Z LLK u, r J • N LL aD ~U ~ f 710N 37S ~ o- 7 ~ AIVM 313U~N0~ po • - ~ _,-~r l- - L• ~ f6' YS Iwuµ. ffr . [ i .00 'N'~:-,~~ _i.: ~ ~ tn~ een~ \S9N1039 DOd SISVII OMV VL NOI1J35 D!I_1S3MtIL00S.3Nil AtlM•!0•1H91N ,OS 13381s 132131 d - - ~i w O- n r il LI WW wl'J _oa, I 1-NH d • ..,<w KnK ~ WYfO. ~ n UIIL • m ~ M . ~ ~ M~~ ~ a \ IAStandFound Famiiv Counseline Centzr Civld Placement Agency Residen:ial Trea[emen[ Cencer Independent Livin; Program (add-on aervice=l) (add-on service 72) wtivu.lostandfoundinc.or9 OT I L s andFomdFNC. p;ryJ\4'%iAte COSVlii Fam.ily Cnunse1_?na Cer.*_er Child Placement Agency Residential Treatement Center Independent Living Program (add-on sexvice #1) (add-on service #2) 6700 W 44 Ave Wheat Ridee, CO 30033 303-420-8080 www.lostandfoundinc.org ~k SCALE 1 ~O n 1'X I " ANGLE )RMU 1 ''sa4, 54v~ Tvii6 ~ I,, xi if - i rpu I1X!° - pNGLE I Rot1 , 3 0" ' Ft.on,Esc$N'r I BULB ' I - rlovREStEIaT L a. BuLB it p ` ~ ~ rLoul'LE:cEn~T ~.BvtB ~ 3 ~ SuNc-Tio1tJ ' ~ Rox i t io u 64 F4oun.EscEM' a RuLii ~ GO1V DU1T / %`0 . 1 ~ 0~ i ~ ii G/2oUND 1 i LEUEL - 3~0~~ a~2 0 ~ ~ u> ~ ~ ~r. ~ ~f ~ ~ ~ ~ ~ ~ ' ~ . ~ ~ ~ ~ , ~ ~ ~ ~ ~ ~ 'i 32.Q~ 7 " ~ ~ ~ ; , ~6 ~?Qt ~v f~' ~ 2 al"~~Y ~ ' ~i~USE ' 1 d. ~ ~ ~ ~ 4 ~ ~ , r ` t~r ' > . ~ ~ ~ ~ ~ , , , ~ , , ~ ~ ~ ~F:., 1.a ~ ~ ~ ~ a, ir ~ _ t ~ ~ ; , 2.t~' i X~~ , r, r: r~,: , . . . , ,M ~ ~r ,'~,x ,i ~ . . . . . . ' .r ~ f? . . . . . . r r ~ ~ , , , - ~ F , ; ~ , ~ ~x , Ei°~ ~ , ~ . ; ~ , , ~ .t r .i ~ . . f~ , / .r i. . _ (l(7p~y'(,7{(~ f'~p , . ~ . r f . f i ~Y . . . . . . ~j s'F ~ ~ r ~ .a. ~ ~ . , l~. LX.L4.C~[~ SlS~.1.r~ ~~.n k1.~~~ . ~ . . . ~ f :F. ~ / . ~ ~ / . . . . ~ ~ f . . ~ , • .!o U rS 7D , , " ~ ` . ti. ' - ~ " ~ . . . . . . . . ~ r . . ~ , . ~ . . . f.~. ; ~~1 f/ . . ~ . ._.._..T.. . , • r . . . ~ . .~r ~ , J : ~I r ~ ` /r / r' ~ / l t' tr ~er r ~ ~i - ~ . ~ , ~ , > . 4 tS~cA ='3ct tt ~ ~ t~~ ~ f~ ~ , / f , ' ~ ~ ~ ~ ~ ~ f , ~ ~ ~ ~ ~j ~ ff ' ~~f ~ . . . ~ ~ . ~ ! `~.r . ~ . ' . . ~ ~ . . , e ~ ~ . ~ . ~ . . ~ . , , . , . ~ . : , t e.,.-r=r- . . . ~ , « r , , ; + . ~ . , a . , . . . a . ,.,.,.t~. . , " . ~ ~ + ~ . . g~ . , , . , ~ ` s , ~ ~ . , . . . ~ . , ~ ^ . ~ " , ~ < _ , . , ~ . . , , i . ~~t .G ~~5 5 . . . ~ , ~ ~ . ~ , t . r ~ , , . - ~ - . . , . ~ ' i. , . . . ' ~ . ~ ~ . . . . , ~ , _ • „ * ' ~ _ , . . . , . • . . , . . . ~ , . . , , 1 , , s . , . . . W.._. _.i..... . ~ `t~Ifl ~ IV < - U~ES VE UE , R/W { ; , . . . . E. _ . , , ~ . . . ~ . ~ , . . . ~ , . ~ . ~ ~ , . , : . a ~ ~ , , I-~ - -I.1 H , . _ , , , ; . 7 - . ~ _ m.: ~ H , . , . , . ~ , ~ , , , b~ _ r -{~H -~N -{l~~ __~H . ~.,..a.,.., .r... - - _ . . , . . , , ~ _ , ' . ~ . ~ « . t ~ , ~ , , ~ _ „ > , , f Y 4 ~ ~ f f i + r i N i ~ 4 r• i t L~ f' t n} h h#.} y 4 M f~ t . ~ f t.f Y ~ ' ~ 1~. 1 h 5 r. u 4 t f..f 4 i} 4 h T} t f i;.. Y.t t}# i i ~:R 1 1 4 .:;'s _~:a : ~i; . ~ s~..~ « + a + r t+ a a a<a.~ k.~...:♦ i v t.^E,~" z a a:.+ ♦ ~ ~t ♦ t , , ~ f . tc ~ f s ~ .x ~~~t'~a,s~waae,eaa~» ..,~z~u.~~ ~ , ~t~~. . ,~N~, , ~ « ~ : . . . . . ~ . , r ; . r x a + + _ ,r#` - ~ auF s z~ »w . . . ~Q~ . . r,.q , ~ " t r y.~ . , , us rv . k~ « r , a « t a > . . i 4 1 ~p + . i i i : . . . ~ ~ . . . . , . . ~ ~ , l,~ . , < ' ~ , i, _ ~ . < , , . , , . . ~ j,~~,,.....~.r, MaNHOLe I d . . 4 k i . ~ . ~ ~ i !*R+i t~= ! f:i ~.ff f R 1 '~b { ~ t . f } ~ i t i r d ._5 } . X . a ~ R f t 4 * i ~~~~~na ~t d i* it ~i i# ~ i~~ It ~ . ~ ~ . ~ ~ ~ i ♦ s • ! ! t ! t i ~ 3 i ; y . . ~ , r ~ fr n t F i i ! i -qr.-'fr'."~"-ri-e'..1....Y~1~"I!~'1,-~--er-=i' . ~ ~ ~ # t } . . . r ~ i ~ . ~ ~ . . { a f i 1 t f ' . ~."e ~ ~ • n. ~ ~ ~'M ~ ('~(~h . . 1 ~~..~M..-«+--r--~-"w'-...r_.''^^''yyy . ~ .~4 • ' . ' ~ 1 t k n~ ~ i'i A a ~ ~ i a• ~ ~ 3 > 3 i f ♦ f'~ . . . ~ ~ ~ `J ~ b., i \ 1~.f . ~ ~ . . . r ~ ~ ~ ' ~ > ♦ d i a ~V 'k + ~f ~1 F ~Y i ~ ~ / ! . ~ x ~ ~ r : µ . . ~ , ~ ~ F.# t i 1 A 1 ~ ~ ~ ~ k , ~ , , , ~ p~ 5Fit'fR MA~~iH(JLE. ~ ~ 0 ST~3R ~ r ~Y ; ~ s . . n , < f . ' ~ ~ ~ - ~ . 2 c o- r t r ~ . r ~ r « . . . . ~ . Q k (~Nt~ M{kdU~IEN T AS ~~t~(7?~'p + ~ . ~ , . , i + , . + L~.~ , : ~ 1, + + • E + tx ^ ' ~j~.Q f ` r ' , ' . , ~ 3FtNlfA6tY SEL+t~Ft MAWHOL; , , t.~3 ~ ' : ~ ; r , ' . ; , ~ ~ t . ~ ~ ~ ' ~ ~ y gQtJNt} CR(}SS~ CUT Ihl Gt11Vi, WAL(C ~ ~ ~ ~ ~ ~v r r ~ , ~ . ♦ 4 y f i [ ! , / ~ I L.E.J . . ~ ' . . . , , GA~J ME'TER ~ Q:_ . ^--'--+-r ~ ~ ' + ~i~ + « . a~ ~ . ~ , t ~ p . ~ , t y , r , i. r. A N: ~ A~ MEA""~L`RED fN Et~LD ~I&~E'HYpRAiVT ~ . , , , ~ , , ~ , , ~ , ~ , , , L_ _ _ , ~ ~ , _ ~ ~ , , , , „ , , ~ ~ ' ~ „ . ~ I` . ~ ~ t ~+2 C~~ ~ ~ ~ t,'.~ ~ ~ REC, ^ Cl~~b~ ~f~ PEA~ ClES1AN~~ WATEt? ~IETER ~ ~ s ~ ~ f J ~ k,l~ ' } . ~ . ~ . . ~ . r l / ' I ~ . . _ . . , . ~ . ~ . . . C~ C ~ ; , : . , < , ~Q WAT~ f2 VALV€ , ~ r,. i . , ~ t ~ ~ Cl~ ~ ~ ~ f'L f!f?(JPERT~' l}NE ~ ~u ~ ~ ~ ~ ~ ~ _ ~ } ~ « « . ~ " , ' ~ E-- ~ ~ ~ ~ FL F~C7W LINtE . , ~~1 ~ ~ , ~ ~ . . . , ~ ~ ~ ~ i Y ~,+{~cn Y~ r + . o- ~ ~ ` . ~ ~ ~ ~ ~r~~:5~~~4-e ~eattllJl.{{~~~V t el r'~ ~ . ~ r- ~ . . ~ ~ ~ F y`~~~ f~ ~ ! a . . ~ . ''rf ~'~.~~t~T ~~~.E . _ I , " ~ ~ ~ ~ ~ ~..,,,.,.,,v., ~ „ ~ ~ , ~ `r , ~ i , r , ~ ~ ASPHALt AREA , I~1NC= LF.h1l3S(:A3'flh3G ~ t ~ ~ "S10P" SIGN , ~ ~ + , ~ , ° I' I I j ~ i : , : i ~ r ~ ~ l ~E + 'i. ~ ~ ~ ~ ~+~~n~c~~Peri P~~xi~c s,~~r~F ~r~~,c~~r~ r~~n ~ ~ ~T ~ ~ t ~ t"~ ~ ~ ~ ~ I• , 1 ~ r ~ ~ , W'E : . ~ ; _ , ~ ~ , ~ ~~ECi~~C C~~RO~~F~Ar~E~ ~ F.x~.~tinEC Gat~L~SCaf~€N~ ~ i ~ ~ ~ ~ ~ ~ ~ ~ W ~ 2 ~ ~ ~ _ ~ ~ ~ . ~ ~ ' 1p.Q ~tEEI BC~I.LAR~7 E~IS~, rr~AINLINK E~E.NCi „ . ~ , _ , ~ , , u~ e ~ ~ 4 ,C„l ~ ~ ~ ~ ' ~ ~44VfR PflLF _ ERiST WOUi7 FE~GE tAI ~ ~ ~ ~ ~ ~ ` ~ . ~ ~ ~ ' ~ ' ! ~ / ' ~ ~ ['Y k i ~UY W!~?~ ik1S1, ir~'Jt~ fE.N!'E CJ ~ ~ ~ ~ . ( 7 ° ' ~ • ' % , " ~ , . N ~ ; ) ~ ~ ~ ~ 4 , ~ q ~ , ~ ; ` ' ~ ~ ~ PR6PCSED f~ARK~VG ifhiG t.AhiCYSCAF'iNG O . ~ Ci ~q ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ CHAiPi1.INK i"ENC£ ~ d a ; ~ ti ti, r. BENCr€MARK: T~F OF ALLflY GAP STAMPED ~ 1 ~ ~ ~~r~,~~ ~ ~ ~ANE ENG 1.5. ~ AT NW PROF'£RTY CQRNER, ~ 1.'~~~a j ~ ~ ~ ~ ~ ~ ASSUMED EL~VA~16h =5366.fl6 ~ 6? 1 ` ' ° ~ ~ ; . ~ ~ i .i • . s 1 ~ ? It2!}t! f'f.NNCE t7 ~ ~ . 4 _ J 1 ~ C~ ' . , , 1~~~~ , , ~ POSEC f'AfiKkVG ~ v~. , . , ` r~~ ~ ' l~ _ . ~ ~ ~.j, . . t~`l%y~' ~ ~ ~ ~ ~ ± t.~~~ . ~ . ~ . . , ~,~'t t~t ~ . ~ ~ ,~~~.j~° ~ ~d''.~'~' ~.~.f.~'.~~.'. . F`~'. , , ~ ~ . , f*~ . ~y t~ ~ t ~ w ~ q~ f ~ .._i_.' " i k L. ? i._t_i . 1 i' t,-_1~--5-5~.1.t_. iL f ~ ~ ....:T ' . ` ~i_1.. . . . rm ~i L 3. ~ 'Q.. CI-C-t -k [(-"9'_.L t}.. . p...._.~1 ~t~ _ ~ . t4 + r . ~-ii. . ~ ~4 ~ . . , . p . . . . i ~ ~ I, ~ . . . ~ , , . . ~ . ~1, ~ ~ . ~ . ~ ~ . ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ r_. ~ ~ ~ ~ ~ ~ ~ ~ ~ l ~r ~r ~ T Q ~ ~ / ~ry 4~ ~ a;, rr . . / 0 . . . , r ~ . . . . . . , . < „ . „ . . . . . . . . . . . . . . . , ~I . . COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number : 76512 Date : 11/27/2003 Property Owner: LOST & FOUND Property Address : 6700 W 44TH AVE Phone : 420-8080 Contractor License No. : Company: Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certity that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulaGons of the City of W heat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibiliry for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for w "der this permit. (OW NER)(CONTR4CTOR) SIGNED DATE Description : FREE STANDING SIGN Construction Value : $300.00 Permit Fee : $30.55 Plan Review Fee : $0.00 Use Tax : $6.00 Total: $36.55 Use : ~77 Please Note: - .h_yct.in-gimprovementsaccordingto BUILDING DEPARTMENT USE Y~,d,,..Cq~,-... ~ ina ¢ o~riine, n~as~ approv~l~lym and requirg~dfelppment standar '('he City is not responsible for maccutate infottna Approval : TRC OK. 26 NOV 03 submitted within the plan set and any constructi Zoning : R-C erron resulting from inaccurate information. B`iiildi' g~Co h'fs'3~ ELECTRICAL LIGHTING BY SEPARATE PERMIT. 11126/03 Approvai : DM Approval: Occupancy : Walls : Roof Electrical License No : Company : Expiration Date : Approval: Plumbing License No : Company: Expiration Date : Approval : Stories : Residential Units : Mechanical License No : Company: Expiration Date : Approval : (1) This.pertnit was issued in accordance with the provisions set forth in yopur application and is subject t0 the laws of the 51ate of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Coloredo or any other applicable ordinances of ihe City. (2) This pertnit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building aulhorized is suspended or abandoned for a period of 120 days (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the onginal plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment . exceeds one (1) year, full fees shall be paid for a new pertnit. (4) No work of any manner shall be done that wilYchange the natural 9ow of water causing a drainage problem. (5) Conhactor shall notify the Building Inspectortwenty-four (24) hours in advance for all inspections and shall receive written approval on inspection cartl before . proceediing with successive phases of the job. (6) The iss e~ce of a permit or the approval of tlrawings and specifcations shall not be construed to be a pertnit for, nor an approval of, any violation of the prouii ons(of F,{y~ i codes or any other ordinance, law, rule or regulatioa . / Chief Building spector Please sign Terms and Conditions on reverse side of page. COMMLINITY DEVELOPMENT DEPARTMENT Building Pemtit Number: oF W~~qr BUILDING INSPECTION LINE - 303-234-5933 Date: { P ° CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WIIEAT RIDGE, CO 80033 - (303-235-2855) C~LOftP00 ~~~~tCATION Property Owner: L p 5'T o'- d UJVD, 0q0-) Property Address: 6700 iW '017WA Phone : Con[ractor License No.: LUf~a7'~,✓~',~, ~ Z~ ~,~~3 Company: Phone: TEri'L2f NiG6ir~S ONITER/CONTRACTOR SIGNATUAE OF URDERSTANDING AKD AGREEMEN2 1 hereby certify that the setback disiances proposed by this permit application are accurate, and do not violace applicable ordinancu, rula or regulations of the City of Wheat Ridge or covenants, easemenis orresUictions ofrecord; that all measuremenLS shown, and allegations made are accuate; that 1 have read and agree to abide by all conditions prin[ed on this application and that 1 assume full responsibiliry for compliance with the Wheat Ridge Building Code (U.B.C) and all other applicable NTea[ Ridge Ordinances, for work under this permi4 (0NTERxCON7RnCTOR): lowrieaxcorirancroR>: DESCRIPTIOn: BUILDING DEPARTMENT USE ONLY SIC: ZONING COMMENTS: ZIO NM D3 Approval:O Zoning: F_ c. u BUILDINGCOMMENTS: t5reC~CCa~ bfl7'~~ ~ w/ Approval: ~ PVBUC WORKS COMMeNTS Approval: Sq.Fc: Occupaocy: Wails: Roof: Stories: Residentia] Units: Elecm~ seIISY`N0: Plumbing License No: Mechanical License No: ~y: Company: Company: Expiration Date: Expirarion Date: Expirafion Date: Approval: Approval: Approval: (I) TLis permitwas issued in accordance w'iJi the provisions set !oM in your applicarion and is subjxi m ILe laws of the State of Cobndo and m the Zoning ReguUrioas and BuiWing Codes of Wheat Ridge, Colorndo or any other applicable ordinances of the Ciry. This yertnit shall expirz if(A) Um work amhorized a not commrnced wiUiin Sury (60) days from iuue date ot (B) the buildinK authorizM is s0.cpended or abandoned for a period of 120 days. (3) If this permit ezyircs, a new pemiit may be a<quirtd for a Ca ofone-half the arnomt normally ttqwmd Provided no changes have been or will be made . in the originat plarn and syaificauons end any suspeosion or abandommmt has not eueedrA one (I) year. I( clungu luve been or if suspcnsion or abendonmmi enceeds one (1) year, full Res shali be pnid for a new pearmiL (4) No work ofany manntt shall be done Ilw will change the uatunl Ilow of wamr eausing n dninage Dmblem. (5) Convamor shall norify the Building Inspectnr twrnry-fow (24) hours in advantt for all insyecrions and shall aceiv< wnnen appmral on inspection card betort proceeding witL successive phaus of Ih<job- (6) The issuance of a pertnit or tM approni of dnwings and specifications 5ha11 not M conswed b be a-permit for, nor an aypmval of, any violaoon of the prorisioas of ihe 3i'ng crodes or eny othcr ordinanca law, rule or rcyulaaon. Chief Building ector Construction Value:$ 'gz'40 Permit Fee:$ Plan Review Fee:$ Use Tax:$ Total:$ Sent By: FAMILY COUNSELING; W ~ x n = M N~P F" mJ ~ i U ~ L.L ~C) f n y , O n ko 7 a Q O ~V ` ro r ~ ~ ~ ~ ry ? (n o ~ .V W ] C~j W ~ ¢ rI . Z~w t , ~ Oo ~IZ o .q ~~rui JU~ ~ I ~ _o ~ r ~ .0U) u o~ L1J v ~ Of I J ~ LL u.i v ~ - Q~ N L ~ cn LJ ~ ~ . ~ :'Z >a ~ > Q zi~ Nf I H b CG F- 2 ~ ~ LJ } ~ ~ LLa ow f u ~w S K ~ N cz~ I N7N zwm 5 303 420 9299; Nov-18-03 0:16; Page 1/1 ~LLIYO OV<UA4~K~•♦ -mw ~r.r ~ o xm ~n ~aca~..~-~ ?o~oLL ~0~0 >2 .a~ OV' 4 C6r-0. 4WJK LLVy~fY4)Y Q- •d GC~JN7H - L'12 JNfG¢> -Cwa z r ~o~->lYZr Wa Up~~Q J ZG~ O~VWJ`af'4 65 7O J77J WZJW 4-l~lOmW -O ~ U-~$O¢a~Z JO ~ J~JU V O Wl.~'l~4 13 4N2 mcti.-xuzaz~ , y~zr7~~ ,;Uj LL W2 QlA-OWO~ R NWNI- - GJYC O S m U y= Y WOt'JWN W,WWtil 24 VGWO~Nr¢ O<JLL(7 y~ 0000 W LLU402y1<-W ZyaQk Q JUJU (J ~'d~S.'i~43CWF-S . AvM-iO-liFJIN .OS ~ 133Zi1S S 110 dun-31 • -`--Lv_.-=~.:"~_. _ _ _ ._N . . ,GO'O[l 3-6Y.L1.00 S yL . , N I . W ~ p LLy G I N_ %NIHUVd 1'IvIidSV I a o: O I z•- p~ ~ LLwN~_ _ _ m OCN .D'O P2P ' ~ ' ~n ~==o °Q, o I 4~¢ I ~•yWj ~ UI}`r 02 /inwgL - vrn, p°„,n~°, •8 > .0'9Z '1 N ~ . . ~~p • , - - ~ - J.i'S< ^ (a. ~ ~ _ . A I = .Z'fiZ . Ia o ' w m= + in faa'i~p< rr r .o _ GW=G . - 1~1 `l NqNJ Y w / nv =ttD , 1 .9.0 VYNU3m .O~Z'~ ~ N I 7w m L,~ ^u~ r 1 Zv W 4 LLS LL~ 0 `~r~iKtlVd 11~~415n • I N 3y . 4 Qt7 ur J W V ) _ f 710N 37S o- HlYM 313M~NOJ ~p L 1.00 N'L.:"' ~ ~ 1(LJ 8tlI17 f~ N \59N18Y3fl_UOj S~SVfl ONY_VL NDI1J35 b/I_157MttlflOS_3NII Zb9Z 3_6V.L5•• AYM•i0•1H91N .OS 1332i1S 33831d ~ 'f1Y _oa HNH ~ I Z:L l~lF W 1~ i~ WYf1 v I ww K U/IL 4::5 ~ V a m 0 M N , . . ~LL_ _ . U S and Fomd INC. Familv Counseline Cznter Child Placement Agency Itesidential Treatemen[ Cenrer Independent Livin; Pro;rarn (add-0n servieeal) (add-on service?'=) 6iiMIW41.4~s {lreuRidvc.COSU1ii 303.420-8080 µ.w_w.lostandfowdnc.org ~ Family Coi.msel;ng Center Child Placement Agency Residential Treatement Center hndependent Living Program (add-on service #1) (add-on service #2) 6700 W 44 Ave Wheat Ridee, CO 80033 303-420-8080 www.lostandfoundinc.org LoStandFotmd, SCALE - j 1) _ ► ~0 u < a , - a+ctF ~Yae - - 80 ~ ~ t s f` 1~ g0 ~ I i ` 1 TV" ,,Xiii I ; ;ru~s , ~ 6 6du 3~ ot~ k ~ I - - - - i~ ~ i ; ~ 1'•x, " - i ; Gt2ovN D . a. . ?ec.i~:-g~ Pt-Ak~~~: . , ~ ~x~ I Certificate of Completion AND/OR Compliance CITY OF WHEAT RIDGE 7500 W. 29TH AVENUE WHEAT RIDGE, COLORADO 80215 THIS CERTIFICATE VERIFIES THAT THE PROPERTY DESCRIBED BELOW, DOES COMPLY WITH THE WHEAT RIDGE BUILDING CODE, ZONING AND OTHER RELATED LAND USE AND DEVELOPMENT LAWS OF THE CITY OF WHEAT RIDGE FOR THE FOLLOWING PURPOSE. PERMIT # Snow Damage Repair OWNER: Lost and Found ADDRESS: 6700 W. 44'h Ave. PROPERTY ADDRESS: 6700 W. 44' Ave.. Wheat Ridee. CO 80033 CONTRACTOR: EASE Builders and Engineers DATE 6/25/03 CHIEF BUILDING OFFICIAL ZONING ADMINISTRATOR JUhi-25-7903 01:50P FROM: T0:3934209299 P:2/3 JUN-25-2003 01:52P FROM: T0:3034209299 P:3/3 , : ' ~ . . . ~ EistnerAsscfciates, inc. WFss, Janney,. l..v.. 3' MCL7 ~_i i~i1MF~~ ~ 1D887~i'eatAsburyAvenue,SuitellQLakewood,Colorado80229 2 d; 2 t~ST AND FOUND WAREf10USE BUILDING L . CY' -YP^ 3Y i~~. ~<o~ ; 00 F REPAIK.DEIAILS fZ oart ~Op3. I 1.19 04/08/O3 i ~ 2' MIN. 2" ~v11N. 2' MIN. 2" MIN. I ~ ~ - _ - - - - - - - - - - Ir ; ~i ~ a, u o o n o . - ~ ~ . i cY_n n / I (Ed Z-NURLIN / NEW 80ONiJ I 2 x 5=0" LONG PER I ~ (E) Z PURLIN i ANUFACTURER'S AL 57UD NI M~ ASSOCIATIGN (V15MA) - (0PP051TE 51CE NOT 5Y10'JJN) (E) PLA7E C-It~bER s Slu r! Ij ~ F ~\nl ~ ~ p ~~SE kq 'G` ~ ~ ~ ~ j } y . y~ A(f~~~~~'k : L jy ~t~.+~ J /f • d 1.~ pnat.' ~.P ♦~F . , I, , y ~ ` , ~ N ~ ~ SECTION A-A i A I R SCALE i f'-0' i ~ A 1 \ . W ' fl wjG N1A4F~~~~~~~~~ . - . .i~ . . . . . . . . . , I Mar.31. 2003 1;34PM WJE 'N(iItFRS ARCf I I I!(. I S nnnrEiiIALS SCIGV7151s Mazch 26, 2003 ~ ~ Ms. Carolyn Hargett Lost and Found Ina 6700 West 44th Avcnue Wheat Ridge, Colomdo 80033 Rc: Lost and Found Assessment of Roof Struetures WJE No. 20031140 Aear Ms. Hazgctt: No-6559 P. 2 Wlss, lanney, Bshm Assodates, Inc 10881 W. Asbury Ave, Sui[e 110 Lakewoal, Colorado 8D227 720.962 8688 tel I 720.962.Sh86 faz www.wjcuom At the request of F.A.S.E. Buildcrs aad Engineers, our fum has made an initial evalUafion of the roof structures for two contiguous, pro-manufactured metal buildings located at 6700 44th Avcnue in Wheat Ttidge, Colorado. Our involvement was pmmpled by concems with structuial damage sustained as a result of the unusually heavy snow loads that accumulated last wcek WJE personnel met wilh you at the site on Tuesday, March 25, 2003_ At the tiune of our inspaction, the snow loads had been complete]y zemoved from both roofs. It was apparent that the roof of the smaller warehouse building to the south had sustained some permanent distortion of the Z-purlins. This distress will iequire the design and installation of certain repair details before that building can be re-opened for use. On the other laand, thc roof st:uctu:e for the lazger office building to the north did not exltibit any evidence of structucal damage, excessive deflections or permanent distortioa. As such, we believe that the office building can be safely re-opened for business. We appreciate the opportunity to provide tlus engineering assessment_ if you have any questions, plcase cto not hesitate to contact us. Very truly yours, WTSS, JANNEY, ELSTNER ASSOCIATES, INC. waLor..,----'_' Michael C. Duncan Project Enpneer Reviewed by. cc. Mr. Edward A. Saott (E.A.S_E.) Mr, Darin Morgan (City of Whcat Ridge) Headquarters & Wbo2tories-Notthbrook, Illinois AIIanW I Austin I Bosron I Chicago I Cleveland I Dallas I Denvcr I Dp[roi[ I Honolulu I Housron I Memphis Minneapolis I New Havm ~ New YoAc I Princeton I San Frandsco I Seattle I Washingron, pC- The Ciry of 7500 WEST 29TH AVENUE • WHEAT RIDGE, COLORADO 80215 GWheat 9Ridge September 16, 1999 Lost and Found, Inc. 7430 W. 16`h Avenue Lakewood, CO 80215 RE: 6701 W. 44`h Ave - Parking Lot Imarovements on north side of 44`h Avenue Dear Mr. Hargett We have reviewed your parking lot proposal both on paper and in the field and what you have proposed on paper and what is already in the field do not match. The striping that has already been installed on the parking lot does not meet parking lot requirements. The parking lot layout you submitted for review is the layout that will be required to be used, angle parking will not be acceptable due to no turn azound area and vehicles possibly backing into 44"' Avenue. Provide a new parking lot layout with stall and aisle dimensions as stated in the example below for review and approval. Please note that any asphalt placed azound trees on the site needs to be kept at least 12 inches away from the base of the tree. Show trees on parking lot plan for review. 2 2' Sinly, Darin Mor an Codes Administrator cc address file Meredith Reckert, Senior Planner ao (303) 234-5900 • ADMINISTRATION FAX: 234-5924 • POLICE DEPARTMENT FAX: 235-2949 7500 WEST 29TH AVENUE • WHEAT RIDGE, COLORADO 80215 Apri] 14, 1999 Mr. Harl Hargett, Executive Director Lost & Found, Inc. 7430 West 16`h Avenue Lakewood, Colorado 80215 Dear Mr. Hargett: The Ciry of '~OF W HEqT GWheat ~ ~ GRidge - ~'°t o R aoo Nofi ~,e~ Po VII-11l.~H-\j As you may or may not know, your decision to locate a counseling center at 6701 W. 44°i Avenue has caused quite a stir in the immediate neighborhood. There are several rumors being circulated about the type of counseling to be offered and the neighbors are understandably upsat. Commencing the interior remodeling without the proper building permits has added to the anxiety of the neighborhood. In order to inform the neighborhood residents and the City Council members who represent them, I am requesting from you the following information. Please provide this information with your Uuilding permit application or in a separate letter to me. 1. 4Vhat is the nature of the counseling you provide? 2. Are there other fiinctions or activities of your organization that will be located at this facility? 3. To what age groups do you provide counseling? 4. How many employees will be at this facility? 5. How many clients do you expect at any one time? 6. What are your hours of operation? Ylease confirm that the facility will nof provide resident counseling, i.e., clients will not stay oveinight at the facility. 7. How do you anticipate that most of your clients will get to the facility? These are questions that have come up in the course oCpublic discussion. Your cooperation in providing this information is appreciated. If yo liave any questions, please contact me at 303- 235-2844. Sincerely, G ~ r ~6~ Alan C. 4Vhite, AICP Plannina, and Development Director (303) 234-5900 • ADMINISTRATION FAX: 234-5924 • POLICE DEPAflTMENT FAX: 235•2949 ~ Y Y Y Y Y Y Y p M r ~ .9 m ~ i - N o o O _ ~ v a w w w ~ > u ` Y Y Y Y v j O Z Z Z Q F o r ~ F m O i:. ~ a F4 K ~ ~ ~ n In YI ~ a ~ l Y7 UI Yl Ul M i w i ~ u a ¢ ~ " ~ w w a a o ~u N n . , (V az M N cu p ~ 1- O r n O N ~~D W a N P N m N C N m O N N V~D 0.. N N N N N CI t'I m m(~ P P y y~ n U M ('I Ifl h N.. N N N N N t~l Ci f~ ('J ('1 P U m h p O 0 ~ ~ ~ p 0 n W z N ~ Q 1 o a CL ~ W ~ m L I ~ V iu ` Q ~ y W ~ ~ ~ K V Q 4 J Q Q Q a i = c~ v Z t~ C . UI lu tu ~ U z ~ 2 U i o o a J ~ ~ ~ , 6 V J £ F- J 6~£ fA ~ (1 ~ ~ ~ ¢ I J Y I U! U l U 7 U) U 7 \ W NI Q 7I 6 1 6 J Q 6 1I JI Q 1 6 1 Y Y Y Y Y Y Y I I ~ ? H O O I o r ~ I y ° n N ~u n u u n O 0 1~ ~ N o ~ a m mi o~ > > > > i n a 0 Y Y Y Y - L z ~ e Z ~ ~ ~ a, o / r ~C r~ ~ £ ' z 1 1' 2 ~ w ` ~a ~ d d < ~a Qa ~ IL < < i w i x`u a a j y~ ~ u u N w a r a a F ~ n t i. ~ J K i t K n . , ° r vo ~ o r r ~ o~ r h m N N Y N m N P~O 0 O N N P ~O m N N N N f. f~l 1~1 1~1 ['1 O < y H 6 u ^m j m in n m c~ in n m [~I Ill 1~ N.. N N N N N f'1 CI t'1 m t'1 C ' N tt ~ n ~ 0~ O 0 0 (X a 0 O 0 O 0 O 0 ~ J N tv ~ ^ ll ~ J „ W d Z " S Q ~ a w ~ ~ I I ~ z 1 a W ~ d ~ ~ 1 ~ J 11 w u LQ ~ Q o Sr C,1 Q L = ~ o ~ i u I I I- ~ ; ~ C Y I ~ ~ • Y:~''' I !l l111 !U ° b U y ~ N a Z U , y V ? ~ Q d y ~.1 ~ 1 'I W ~ ~ tl ~ 4 i ~ s 0 )~f a>Ea N y ~ , V - c~ CY J a a~ . . ~ • ~ ,~C i`+~~' 6~ Lost & Found Inc. eoyt~~~~~ 4 e~ s~ t~ e~, 5~, 7 ~ ~ ~~tt ~ cS 4-22-99 g ~ ~ I'v~U '~A~(?R%2~i"9~S~J Mc Alan C. White, AICP Planning & Development Director City of Wheat Ridge 7500 W. 29°i Ave. Wheatridge, CO 80215 Greetings: In response to your inquiry, please note the following answers to: Ouestion One: Lost and Pound Inc. provides general counseling services to children, teens, adults and families. The nature of our counseling reflects a Christian world-view; offering solace for chemical dependency, sexual trauma and other mental, emotiona( or behavioral disorders, from an eclectic application of therapy. ; Oaestiore Two: Lost and Found Inc. will host a variety of group educational formats to our dientele and to the community at different times throughout the year. This building will also accommodate our administrative, business, (iuman resources and child placement operations. Ouestion TLree: Lost and Found Inc. primarily serves the teen age group, but also offers services to young chiidren and some adults. Ouestion I'our: Emp(oyee status varies in actrtal presence between IS and 28 onany one day, w-ith the av:.;&ge being 15. Questioje Fire: Client load varies in actual presence between 9 and 22, with peak client load on Tuesdays (ave of 12), Thursdays (ave of 20) and Saturday mornings (ave of 22). Qitestion Sbr: Hours of operation will be 8:00 a.m. to 5:30 (Monday-Friday) and 9:00 a.m. to 1:00 p.m..on Saturdays. This is a nar-residential coun.relin.Q center nnd no clients wi!l stav avernight at tlre f'acilitv. Ouestion Seti,en: Most of our clients are driven to counseling by parenfs, foster and/or group home advocates or arrive by RTD in small groups a[ one time. WeeSiTe: www.lostandfoundinc.org e-nuiu inquiry@lostand foundinc.org 7430 Wasr 16TH AVENUG • LAKEWOOD • CuioanDo • 80215 • 303.237.6130 • 303.233.1417 (FAX) ntiestion Ei2/d: Generally speaking, our agency monitors and supervises our clients in teRns of where they are at all times; however, some of clients are under the care and supervision of their own pazents-awaiting therapy or group. Others are independent and voluntarily at the agency and supervision cannot be `jorcerP' upon them. The general issue in dealing with kids and supervision is "smoking" which is not allowed on the facility grounds. Due to federal regulations, we enforce this rule vigorously but our c(ients also maintain their "space to smoke and to socialize" which causes some loitering to occur. We will endeavor to control or find a suitable environment in regards to the issue. Sincerely: ~ 1 X"4 Harl Hargett, Executive Director i'ERMIT TRACKING FORM ADDRE55 (9IW W • I~v~nlS.~C DATE SUBMITTEA -\R -qq PERMIT NUMBER7YPE OF PERMIT ~-OMIN\ CONTRACTOR *~3~ - W~\U1OC~~'~~ PHONE OWNER LnCI Q60s, PHONE TYPEOFREQUEST REQUIRED CONDITIONS MET PRIOR TO PERMIT APPLICATION 2 YES N0 N/A CONDITIONS OF APPROVAL DATE W DATE OUT ❑ BUILDING DEPARTMENT ~ ~ a,(o - CtCI ❑ ENGINEERING DEPARTMENT ~ PfANNING DEPARTMENT A - D 'Gg W1 C 1 ❑ FIRE DEPARTMENT ❑ GIN ARBORIST ❑ POUGE DEPARTMENT ❑ SEWER DISTRICT ❑ WATER DISTRICf ~ to -ts-Gq f 0 m O O ~ m. 3 ~ o D c ° a > > m N j a o m ci i o ~ o o ~ ~m m m ~ w 0 _ o _ c m a m 3 ~ y ~ a ~ m o~ 3 ~ ~ m m ~ n y m O 0 ~ y m c ~ n a ~ m m N F J C a 0 'o m ~ m a f O 9 ~ 2 m m O rr- ~ z c~ C a v y m v ~ ~ c"') 0 C ~ N (D ~ ~ c~ N 7 c-F N -5 PERMIT NUMBEP 99-8917 r v D 0 r m O M m n D x o ~ a O y z w 0 O Z ~ D 0 ~ 2 m m ~ V O O E A ? ci- s n < rD 7 ~ (D a ~ O ~ r mm3m O N ~ j. 70 7~ y } i~ a n' ~ G mnm ~ o° fD ' 'n ~ m ~ m a T O n . < ~ C- ~m y m ~ Q n Q m (D ~ m o « f] nmm?: C-) O ~ N m S 0- ~ a m ~ 3 Q ~ ~ a Qm ~ c o m o Z5 a m 0pn C i t i „ um a a nd0 W ~mn n~ a;L o ~ C:) D ma^ ~i ~ m w m y C-F y a m m o ~ m m aa ~Qo 0mD N ~ a 0 m c+ ' ~I C:) 31E c . o o° 0 5L r fL E m O1 H S T. -P f om (D ? mOc S rr o3S O 3 ^a n O Z n n < mF„ m os= o c n (D °,m 00 0 N W N N m n ~ ~ 0 $ m m ~ 0 ~ MgC0 m < Tc m N C o~m m 0 ~ o° ~ A g 1D O A m 0 m n ~ ~ H ~ ^1~1 l 1 a ~ O O lJ/ ~ ^z ` • ~ y Date• • ' `7-9 A Certificate of Occupancy or Completion has been requested for: ADDRESS: Lp'70d 44T" AU-t-- Purpose of Structure: Building Department Approval: (99~L ~AOI) Remarks: Zoning Approval: Remarks: Public Works Approval: Remazks: Fire Marshall Approv . ~ (If Applicable) Remarks: Sanitation District Approval;_ (If Applicable) Remarks: Water District Approval; (If Applicable) Remazks: DEPARTMENT OF PLANNING AND DEVELOPMEN i BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE V!lHEAT RIDGE, CO 000215 - (303-235-2855) 8uilding Permit Number Date 8917 5/17/99 ` Property Owner : Property Address : 6700 W 44TH AVE Contractor License No. : 19716 Phone: 908-5151 Company : Versatile Contracting, Inc. Phone : 936 9781 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility forcompliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) Description : Tenant Remodel / Finish Construction Value : $20,000.00 Permit Fee : $321.25 Plan Review Fee : $208.81 Use Tax : $300.00 Total: $830.06 Use: BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Okay with phasing of site, PHASE I AND II ONLY ON THIS PERMIT. PHASE III WILL BE SEPARATE PERMIT Okay Roof : Stories : Residential Units : Electrical License No : Plumbing License PJo : Mechanical License No : Company : Company: Company : Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: (1) This pertnit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado antl to the Zoning Regulations and Builtling Code oF Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced wi[hin sixty (60) days from issue date or (B) the building authorized is suspendetl or abandoned for a penod of 120 daps (3) If this pertnit expires, a new permit may be acquiretl for a fee of one-half the amount nortnally required, provided no changes have been or wiil be made in the original plans and specifcations and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pertnit (4) No work of any manner shall be done that will change the naturel flow of water causing a drainage problem. (5) Contrador shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before pmceetliing with successive phases of the'ob. ' (6) 7he issuance of a pertnit or the approval o~drewings and specifcations shall not be construetl to be a pertnit for, nor an appmval of, any violation of the provisions of ihe building codes or any other ortlinance, law, rule or regulation. . Z2 ~~'1~~, hief u INing Inspector , ( . N Cl) W H Z 0 W ~ V z Z a N ~ Z C Q m ~ O ~ W m x o W 0 0 ~ Z p (J ,..I ~ Cl) ~ W v Cl) Z a N F" 0 0 - - Z U m N ~ ~ o Z Z 2 ' ~ ~ I ` \ I M ~ LO et 0 M N ~ M Cf) ° ~ 0 =j 0 U ; W " G W O V ~ ~ W ~w ~ a> W W , a N Cl) V, ~ CZ) ti ~ ~ ~ w ~ ~ 0 ~ ~ _ • o ~ Z , w Z J w a O 0 ¢ Z a r ~ w ¢ ¢ LL ¢ a O U ~ ~ Z . ¢ ~E U E z m z ~ 0 m O U W t i~ ~ 0 U m W a `f) o ~ F, : "C7 Z z < F - Ir W a fi) W U W a F Q ~ o a z ~ Cf), ri) cc 0 w a Z cr Z O F U .L... W C a Z ~ - p O I NUI C m c V o N C y Q L LL tll U C cc (tl ~ 0 w z cn z w w m U) a 0 W z 0 ~ z W W m a = W > W > Q Q J ~ z Z D ~ w ° U LL z 0 er U D p o a z o o Z O a Y ~ Q LL a N O ~ ~ 3 ~ l d C CJ p ~ U w a = ~ ~ ~ ; ~ ~ ~Y m E ~ m LL O N ~ 1 C - o m c °o ¢ C o N rn `m o~ ° '~O j R c d w c ~ . c at i w C ~ a - d ~ R'S d x m m i CD (0 C .!6 0 ~ ¢ C d ~ Q cUo N 'p J US 0 ~ H e ~ ~ _ 0 0 a ~ rn N ~ ~ ~ ` Ll. W V , LL H W LLI V G .w J W ~ Z N F ~N G N ~ W } LL - Z Q o~c a ~ N av= F- 00 W Z O a Z 14 n U i 0 Versatile Contracting, Inc. 1320 Fenton Street Lakewood, CO 80232 BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * Correction Notice Job Located at I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: U✓u~~u.:r e~~_ You are hereby notified to correct the foregoing viofations. When corrections have been made, call for inspection. Date 6::9 C( -1 nspector for Building Dept. DO NOT REMOVE THIS TAG FORM WRB-22 . m I Ti X ~n m cpn ZF'l rvz ~ rn ~ D C~ cn f~*i n 7 O ` I Z O > n 7 z- Z U -m o~ 2~1 m o m I ° • U) . m ~ n • N 00°15'42 "W 140.58' (1 40.55) T'U' n i h - - • - , . oN - . ~ ~ I40.00' . . L O ~q ~ O • p . Q , ~ I ~ rn N) <n ~ ( U O . F . ~N ? ~ . C) U{ ~ C q i ` ~ ~a. 20 ~ . CAIU Z (n 1 . ' . . . 63~ _ i ~ , ~ ~ . y~ (J ` rTi ) N , ~ ~ - - CO ~ ~ • ~ p Cf) -iTl - ° j Z (Tl ~ ' c~ N ~ ~J • C~~ O~ l, T. • N tD ~ ° m °I 1 0 . 3 ~ 20 . 8 1- m o, rTi y R - 12' F:_ - ~ I.0~. T vo . 0 . ~ _ _ - ^ - - = < c 0 I ~ ~ fT, V1 lll 41 C) rn ~ V' c~'~ ~ Z • ~ ' m • _ tl ~ Z e~ Tl G ~ rn m T, ~ ~ ~ - z m (1) c,, C) z m - Z p 1 1-- Z - n iv O . U 0 Z ~ ~ ~ . I m n T r) z n Z' V tO frl O -'~n l.Ji L C) • - fTl l _~D. ~ 00C) 0 ~ ~ rTi m . c.j C1 • 0 • • r z R r i cn _~1 .0 7 ~ - -i fi1 ;7 cA 7 . zm ' cnm cnz ~ i L ~ -f-Tt D fll ' -i O fl'1 _ fil -.i cn FTI p X Tl X ~ ~J ~ cn 71 m r m - ' N f- Z - L N Z ` ~ ' ~ : ~ Z_ fTl ` O ~ 5" " ~ ~ . • fr1 N in . . . . . . . . . . . . . . . . . r , , i S.9' aN'd M.L'Z S' . I' I aNy z; . S i 3JN3.~ -~0 CN3 3. I' I S I 3DN3-~ -~0 aN3 .00"OZI M_L1,8So68 S .OS'9Z1 M_LI.8So68 S ~o~ Sb 02 S; LbZ~~L " ON N01 1d33.~a 1N3VV3SG3 . 8 ~ i ~ . . . . . ~ ~ frl ~ I (n ; O O,c I-31 N'CH1 :i ~ -a'-~. 1 N; i~ . ! I ~ ~ ~ ' •~i ~ ,.i , pc ~ 3 NOllOd I;y •.I i!N o ~w >A b31~G' I ~ : o o; ~ i • f ~ I C Lo.~D 3 NOllOd ! ; i ; , ~ n.rn u,~ ~3"' IlON I ~O i, :-,.•i a' O_ F i c °!rv ~m i CO ~N i a~ i na N _ ~ i c~n .O,C~I . .Z~OZ 1 ;i J.NNOSC/W' CC > D aNG' 3Wd2~j j. f D ° . -Ti J~2~01S I i~ •,p o ~ 3At1 Hlt7b i I"''`JI D j+' , V,183~3H o 1S3M OOL9 D ~ ~ ~ ~ . ~ ~ ~ ; , •i > ~0 3W11 I (j) ~ _N3w3Sb'3 -1) 7r -0' _ ~ z ; ~ v, ! ~ ~ NO 3b~M ~ ' ~ z JN i G~ I f18 ,~anoscw c~ ?614 QNV Cf) GN~' 3W5LJ J.a01S I fTl w ! )D~' S30G 3^,h Hlb~ iS~M 06L9 7 h (1 34 VW S i b Nt > d N AW ~ 0 ~ I . ~ a~ • . ~ ~ i ~ . S Z = ; " a N (10 ~ '9 o ~ Z ; FTi .9' 65 Im--~ . , • N, , ,.83d3H I ~ i ::i I 1 b 3 D N ; ` . . • ~ , ' ;,1 N n o D 731.3~,NO3 ' i Z 10-i 9ZZ580L8 ' ON H~N38 ZZ 10~ 1HJ t dOlS S~18 NO I 1d333a 1N3W3St~3 Ld i ~Ds3a I • aNv J.d.M--~0-1HJ I .2 ~ .05 * 16\~ 3., ~ . ; "s N I LO'S01-~-3_LI.BSabB N NJIS-~ 'i - - - - - - - - - ~ ~-~X' - ~ SZZS80L8 ON ` vo1l~]D3a lti3w3sc3 oN'` Ji`12 7~r (Q Z00 v.~ ~F~ _ c J.hM.- :30-1HJ I h 1NbN3N~3d -------------------~--~i--~-------------------- . I t'6b9Z 3. L I. 85068 fJ bZ NQ I l:)3S b/ I iS3MN1(lOS 3N17 H1NON 1.~'M- ~0-1HJ I L .09 ~ , V r~ '•-y 17 ~ C~ tbn~ 21 62 3 J ;'d 0-7oz uocs N01 1- d 31 D X3 XOS 1N I Od 30NGd N:' t-Z NO i l~3S I3 SPRINKLER SYSTEM PRESSIJRE TEST d FIRE MAIN PRESSURE TEST I7 HOOD & DUCT SUPPRESSION SYSTEM TEST ~ FIRE AT,ARM SYSTEM ACCEPTANCE TEST CJ OTHER LOCATION: v~,-sT16o 6766 w W''4~ DATE• 7~~p.-gQI REQUESTED BY:~/~A Yi/Zc - CONDUCTED BY: SYSTEM PASSED ~ FAILED Q CONAENTS : SIGNED: DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number Date 8917 5/17/99 Property Owner: Property Address : 6700 W 44TH AVE Phone : 908-5151 Contractor License No. : 19716 Company : Versatile Contracting, Inc. Phone : 936 9781 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiTy that the setback distances proposed and do not violate applicable ordinances, rules or re covenants, easements or restridions of record; that made are accurate; that I have read and agree to at application, and that I assume full responsibility fors Code (U.B.C.) and all other applicable Wheat Riq@g (OWNER)(CONTRACTOR) mw curate, idge or lleg ations this with the Wheat Ridge Building , for work under this permi C..~/• Construction Value : $20,000.00 Permit Fee : $321.25 Plan Review Fee : $208.81 Use Tax : $300.00 y Total: $830.06 Use Description : Tenant Remodel / Finish BUILDING DEPARTMENT USE ONLY Approval : SM Zoning : RC Approval: DM Approval : Occupancy : Walls SIC : Sq. Ft. : Okay with phasing of site, PHASE I AND II ONLY ON THIS PERMIT. PHASE III WILL BE SEPARATE PERMIT Okay Roof : Stories : Residential Units : Electrical License No : Company : Plumbing License No : Company : Mechanical License No : Company : Expiration Date : Expiration Date : Expiration Date : Approvai: Approval: Approval: (1) This permit was issued in accordance with the provisions set forth in yopur applicafion and is subject to fhe laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) is permit shall expire if (A) the work authorized is no[ commenced wi[hin sixty (60) days from issue date or (6) the building authorized is suspended or antlonetl for a period of 120 tlays (3) his permit expires, a new pertnit may be acquired for a fee of one-half the amount normally required, provided no changes have 6een or will be made in the ori9inal plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or iFSUSpension or abantlonment exceeds one (1) year, full fees shall be paid for a new permiL (4) No work oF any manner shall be tlone ihat will change the natural Flow of water causing a drainage problem. (5) ConUador shall notify ihe Building Inspector lwenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediin9 with successive phases of ihe job. (6) The issuance of a permi[ or fhe approval of drawin95 antl specifcations shall not be construed to be a permi[ for, nor an approval of, any violation oF the provisions of the building cotles or any other ortlinance, law, rule or regulation. ,,,17 'Chie Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 qPPLICATIo N Property Owner Property Address Contractor License No. 1"I 4T;"~4 =NC. !p%oo 44 yy-1` 4UE' 071~o Phone: 3o3-9oB-SI~ Company: VY~25.~-~h~ ~orvcl~M1c:T~~+9 ~w~, Phone: 332-3210 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances; rules or regulations of the City of Wheat Ridge or covenants, easements or restric[ions of record; that all measurements shown, and allegations made are accurete; that I have read and agree to abid by all conditions printed on thisapplication, and that I assume full responsibility for pliance with the Wheat Ridge Building Code (U.B.C.) and ali other applicable Wheat Rid rordinapCes, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE~j_J Description : ConstructionValue: 90, DOd- Permit Fee : Use Tax : Total : Use: BUILDING DEPARTMENT USE ONLY a onm a om___~...: ~/«%a~i d w~,, " sa~e SIC: Sq. Ft. : Approval:,~ - . . ...'~`v Zoning : ~Zt^ B3it7 fflig en s•. Approval : Rqbl Approval: Occupancy : Walls : Roof : Stories : Residentiai Units : Electricai License No : Company : Golo, GoN4eQ,7- Jc91~ riuiiiuiuy Lwense rvo :jy~ s51 IVIBGf1Hf11Gel LICBfISe IVO: IFf$ 35'j Company: $rsA Company: Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : (1) This pertnit was issuetl in accordance with the provisions set forth in yopur appliwtion and is subject to the laws at the SWIe ol Colorado and to the Zoning . Regulatlons and Buildiny Cotle of VJheat Ritlye, Colo2do or any other appliwble ordinances of the City. (2) This pertnit shall expire if (A) the work authonzed is not commenced within sixty (60) days from issue date or (B) the building authorizetl is suspentletl or abandonetl for a periotl of 120 days (3) If ihis pertnit expires, a new permit may be acquired for a tee o( one-half the amount nortnally required, provided no changes have been or will be made in the . original plans antl specifca6ons and any suspension or abandonment has not exceeded one (1) year. If changes are made or i( suspension or abandonmenl . exceeds one (1) year, (ull tees shall be paid for a new pertnit. j (4) No work of any manner shall be tlone thatwill chan9e the naWral flow of waler causing a dreinage prohlem. (5) Contrector shall notiy the Building Inspecto? twenry-(our (24) hours in aCvance for all inspections and shall receive writlen approval on inspection fard before . proceediing with successive phases of Nejob. (6) The issuance of a permit or the aDPraval of d2wings and specifiwtions shall not 6e wnstruetl to be a pertnit for, nor an approval of, any violalion o( the provisions . of the building cotles or any other oNinance, law, rule or regula6on. . . Chief Building Inspector <DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 8917 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 5/17/99 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 6700 W 44TH AVE Contractor License No. : 19716 Company : Versatile Contracting, Inc. Phone: 908-5151 Phone : 936 9781 OWNERlCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restridions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) Description : Tenant Remodel / Finish Construction Value : $20,000.00 PermitFee: $321.25 Plan Review Fee : $208.81 Use Tax : $300.00 Total: $$30.06 Use: BUILDING DEPARTMENT USE ONLY Approval : SM Zoning : RC Approval: DM movillmmillmm Approval : Occupancy : Walis SIC : Sq. Ft. : Okay with phasing of site, PHASE I AND II ONLY ON THIS PERMIT. Okay to proceed to phase III as of 9-23-99 Roof : Stories : Residential Units : Electricai License No : 20345 Company :Colorado Concept Lighting Expiration Date : 2/28/2001 Approval: Plumbing License No :20346 Company : Lynx Plumbing & Heating Expiration Date : 6/3/2000 Approval: Mechanical License No : 20346 Company : Lynx Plumbing & Heating Expiration Date : 6/3/2000 Approval: (1) This permit was issued in accordance with the provisions setforth in yopur application antl is subjectto the laws of the Sta[e of Coloredo and to the Zoning Regulations and euilding Cotle of Wheat Ridge, Coloratlo or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not wmmenced wifhin sixry (60) days from issue date or (B) the tiuiltling authorized is suspended or abandoned for a period of 120 days. (3) If this permi[ expires, a new permit may be acquired for a fee of one-half the amoun[ normally required, provided no changes have been or will be made in the original plans and specificalions and any suspension or abandonment has not exceeded one (7) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done tha[ will chan9e the naturel Flow of wa[er causing a drainage problem. (5) Contrector shall noUry the Building Inspector hventy-four (24) hours in advance for all inspec[ions and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifcations shall not be construetl to be a permit for, nor an approval of, any violalion of the provisions of the building codes or any other ortlinance, law, mle or regulation. ~ C ipector ui t~ ~ ~ U) U1 r~, fr l iJ Z cn of O• U ro tl) - 70 LU Z LL- Q . W wI 1 o a)cv O~tti tn o o - CY.) ~ .OQ'Obl ~ cn w v rl~ • wo z clr_ o oz U Q ' ti.) cn V- Z N W • I..L - N liJ 0 7_ 7_ - W J ~ X LL LI1 U LiJ F- F- cn W W cr ~ . Z 0 ~ . U rv) I I i ~ . ' ,~~k~ . • \ • ~ o . : 4 O V I , Cif ~ ~ . co ~z a ° ' Uco Z • G U . W ~ c.. Z io Z O) 2 W Z - '~t 7 C LL Q J]tD l.iJ , cri l1 J 7 > - _ . O ' I G_ f r ~ O Q ~ iiJ~-= 01 1 -t , V qO `Y C\j LL f- o v, . m . j Li J cr y - n _ O . r. `Q (v kO E- zz' -b,- M ~ ~ ~.J tS5'0 f7. l ) ObI cn w LiJ Z U - • z cv L-ii h- li X U Uj ~ F- a: li.l W cn Lil Z I- L1J "Z. - (1J.:~: cr J cr O U • Utl. 7_ Ln ~ O • ltJ V N V 1- , LV) I) LLJ W . , t ~ ~ ~ _ . . . p . . - M_Zb.SIo00 N cn w ~ ~ w- z O L VQ liJ Z U• Z t-- W ~ L.L Q~ ~ ~ IN ~ _ z . ~ w V ' .I V) lO l,iJ I O . f' Io _ • c ~ rn • ~ ~ ~ wlz N . . ~ ~ ~ . L(1 ~ 00 O ~ . --7M i cD I ~z z- , O 7_ cL - U • i W cli I -D Cif ~ F-- O , UJ I t1J > r <1 z ~ ~ o v~ v F- cr ~ • W 0 ~D v ~ 1~ fA 0 - ~-I + 0 ~ ~ PROJECT PHASING for FAMII.Y COUNSELING CENTER 6700 WEST 44`h Ave. l~/f : 2"a floor of west building Totaling 4000 sq.ft. ~ kll~ Phase II: Single story east building Totaling 6000 sq.ft. ~ Phase K: ls` floor of west building Totaling 4000 sq.ft. ~ included in this phase, increasing off street parking to 56 spaces. Code Correction List April 28, 1999 Owner: Lost and Found Inc. Builder: Versitile Contracting ~ i Address: 6700 W. 44th Ave Description: Commercial Alterations ~ 1. Provide list of sub-contractors on application. 2. p-s~pecify all room sizes and intended use. n~- ~ QJAC -f iq ~ ~J~a~S~~~ , 3. fde door schedule for all new doors and list rating of rated doors. 4. ~Provide enlarged as-built bathroom plan and show any changes and door width. ~ 5. ow exit signage and emergency lighting. 6. ~trooms in both parts of the building will be required to be accessible if an accessible route is not provided, new south door to "passage" does not meet requirements. Please make these additions or corrections to the submittal and resubmit for review, if you have any questions or comments please feel free to contact me at 235-2853. Sincerely, Darin Morgav,~ Codes Administrator - : ~ . . . . . . L~ ~ . S UR , i'r- ' . x.wM4 U(-:OFLO-T . . 2 . LILL . . A. P ..,.l: . . • • . . . r IAN'S :IS•T~ADDI . =a. AND LOT-2I LI ONEL SUBDIVISION PORT I ONS , Or THE SVJ I/4 SECT I ON 24, T3S, R69W OF THE C' CITY OF WHEA T RIDGE, JEFFERSON COUNTY, COLORADO b'VEST 44 I H AV:`:=NUE WPST i/-; CORNtR SECTiON 60' RIGHT-OF-WAY BRASS CAP IN RANGE POINI BCX LS I3212 NORTH IINP SOUTriStitST I/4 SECTION 24 EXCEP?ION FERMENANT KIGHT-OF-JJAY BOOK 2040 AND EASEMENT RECE°TION P:+GE 393 NO. 87085225 cuRa CHr' ------i-i.\ / L4 N TRAFF i C ~-'L I GHT 89°58'17:"E ~ J TRAFFIC CONTRO! BGX L I N SCALE I' - 30' 0 I S 30 45 ~ ~Z 1 c 25 Q w n I- ' c W ° LA-1 N ~ N a e LL o o Ln' z L~j ~ t0 i Q U~ U• a" N cl[f- ~ ~ LJ - o ! ~Ln W'U W ~i . Q O! r O N W ~n 3 i h- ~ N w L ' _ 1 I\ LGT 22 ~ SI( 91.50', BUS STOP BENCH 0 I M ~ ~ N 89°58'17'E--105.07 -.\3 RIGHT-OF-WAY AND. ~ I EASEMENT RECEPTION ~ N0. 8708522~ i ~ 22.5' ! 59.6' G 1-0 1 2 1 J1 w W al i: z CO a; 6790 WEST 44TH AVE. 'r ~ i ~ I STORY FRAME AND 3 ; ! I O w MASONRY BU I LD I NG U-) . I~ ~ . 4 6700 WcS T c~'` ~ i. d . j ~ 44?H AVE. - j 2 510RY `o'. z ; ~ ~ ? FRAME AND ~ ~ ! a MASONRY i ~ 2. co 20 I0.0' BUILDING . i >35 7 j . ; m p~ p 'i iq 01l N • C', . 50.0' ~ I , . \1= 4 ~ l .5 . . . ~ i 8 ' _ E4SEMENT RECE _T i ON ~7$41$Z?7- - - , - - - - - S 89°58'!7-W '26.50' END OF FENCE IS I.I'E AND I . I ' S N 89°58'17-E 2649.71' - - - - - - - - - - - - - - - ~ z Y ~ a ~ ~ ~ a i; P ~ oi ~ I i ; ~ S 8905817'W 120.00' END OF FENCE IS 2.7'W AND .6'S CENTER I/- BRASS CAP LS 6935 F- W w> C/') o ~ K ~ . 00 Ln m U U DESCRIPTION: LOT 22, LILLIAN'S FIR~ CONVEYcD IN DEED RECOP LOT 21, LIONEL SUBDIV, COUNTY, COLORADO. CERTIFICATION: I HEREB'Y CERTIFY TO DC 6 FOUND, INC. AND COLr OF MY KNOWLcDGE, INrOF ACCURAT .E GcLiNFqT!GN ~ MaDE uNDER MY SUrEP.vf: DOES ACCURATELY CEPIC- AND DIMENSIONS OF ALL WERE ON iNC TP,ACi AT 7 EASEMtNTS GR RIGHTS-OF TIME OF SURVEY. TNE r HEREBY MADE A PART OF NOTICE: ACCORDING TO ACT I ON BASED UPON AN" AFTER YOU FIRST DISCC"> ACTION BASED UPON ANY THAN TEN YtARS FROM Tr DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number Date 8917 5/17/99 Property Owner : Property Address : 6700 W 44TH AVE Contractor License No. : 19716 Company : Versatile Contracting, Inc. Phone: 908-5151 Phone: 936 9781 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that 1 have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, forwork underthis permit. (OWNER)(CONTRACTOR) SIGNED DATE Description : Tenant Remodel / Finish Construction Value : $20,000.00 Permit Fee : $32125 Plan Review Fee : $208.81 Use Tax : $300.00 Total: $830.06 Use: BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : SM Zoning : RC Approval: DM Approval: Occupancy : Walls Okay with phasing of site, PHASE I AND 11 ONLY ON THIS PERMIT. PHASE III WILL BE SEPARATE PERMIT Okay Roof : Stories Residential Units : Electrical License No : 20345 Company :Colorado Concept Lighting Expiration Date : 2/28/2001 Approval : Plumbing License No :20340 Company : Daniel Thompson Plumbing Expiration Date : 6/1/2000 Approval : Mechanical License No Company : Expiration Date : Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is subjec[ to the laws of the State of Coloratlo antl to the Zoning Regulations and Builtling Code of Wheat Ridge, Colorado or any other applirable ortlinances of the Ciry. . (2) This permit shall expire if (A) ihe work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit ezpires, a new pertni[ may be acquiretl for a fee of one-half the amount normally requiretl, provided no changes have been or will be made in ihe original plans and specifcations and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abantlonment exceetls one (1) year, full fees shall be paid for a new permit (4) No work of any manner shall be done that will change the naturel Flow of water causing a dreinage problem. (5) Contractor shall noLfy the euilding Inspectorhventy-four (24) hours in advance for all inspections antl shall receive written approval on inspection card before proceediing with successive phases of [he'ob. - (6) . The issuance of a permit or the approval o~drawings and specifca[ions shall not be construed to be a pertnit for, nor an approval of, any violation of the provisions of the byiltling codes or any other ordinance, law, rule or regulation. WHEAT RIDGE FIRE DISTRICT ; "Dedicated To Serve Through Excellence° ~ i P. O. Box 507 • 3880 Upham St. • Wheat Ridge, C0 80034 • 303-424-7323 • Faz 303-940-0350 I i ~ April26, 1999 I ~ To: Darin Morgan ~ ~ Codes Administrator I City of Wheat Ridge I Wheat Ridge, Co. I 80033 ~ ~ Subject:' P1an Beview for Family Counseling Center, Lost & Found Inc:;~r'~F~~44~~'"`~ i Wheat Ridge, Co., tenant interior remodel. i Deaz Darin, After a review of the proposed plans for the tenant interior remodel for Family Counseling ~ Center, 6700 W 44 Ave., WheaY Ridge; Co., I am requiring the following. items concerning this i project: ~ ~ i _ i 1. Provide complete plans and cut sheets for required fire alarm system: System must be addressable and monitored by an outside agency. 2. Provide Emergency Lighting through out the hallway areas. I 3. Provide Knox Box for facility. 4. Issues and or items not addressed at tlris tnne will be addressed as the need arises. Sfiould the developer/contractoi have any questions regarding'the above requirements, they can contact tHe Fire Mazshal Office at303-424-7323, to `set an appointment to discuss the issues. Respectfixlly, 4aveRoberts F:M.; W:R.F.P.D. co:file ~ i The Ciry of 7500 WEST 29TH AVENUE • WHEAT RIDGE, COLORADO 80215 GWheat GRidge February 18, 1999 Versatile Conhacting c/o Mark Smith 1320 South Fenton Lakewood, CO 80232 ! Re: + ~ Dear Mi oiiiiLu, Per your request please note the following requirements to convert the above referenced address to a counseling / rehabilitation center. 1. Due to existing type of construction an occupancy classification of Group B will remain, this will however require this operation to meet the requirements of a Group B occupancy related to any treatment of rehabilitation patients. Code states no more than five parients are allowed who are incapable of unassisted self-preservation. 2. A fully addressable fire alarm system will be required throughout the building, per Wheat Ridge Fire Protection District. 3. Due to possible occupant loads all "passage" doors otherthan exterior doors will be required to be 45 minute rated. 4. First level restrooms will be required to be handicapped accessible. 5. All new construction must meet Type II-N requirements. 6. All required exits must be accessible to a public way by way of a sidewalk that meets accessible route requirements. 7. Provide detailed information as to what happens in each area of the building (i.e. "CPA", "OP", "HR", "MEDICAL", etc.) 8. Detail what "central store" is for. Should you have any question or comments related to this project please contact me at 235-2853. Sincerely, Dari~o/s~ Codes Administrator cc address file Dave Robert, Wheat Ridge Fire Protection District . (303) 234-5900 • ADMINISTRATION FAX: 234-5924 • POLICE DEPARTMENT FAX: 235-2949 t~+°~` ~ w V ~iJ A ~f'~~TA, i Zono Clu s1Yicatlon e-1 Minimun.Lot Araa N \ Oft4tzest Parkinq Requisad 26,t,'t Nexiaum Lot Cov.raqa 35~ OCfNCLOOL Loadinq xequiitol N Ma:imnm euilding Hoiqhts, ' 8 & ild _ Y 2eg atback keqviremantai Storie• 4 ?raat Yard SO lest N SiC• Yard 51y~t LinBseapinq RequlYeaents Aoar YaYd 15 Othsr Requiremsnts N apaoial y. ' Code Deslgn ri~~~r. • lirs 2ona ~ Occupenay Gzoup Allorablc 71oar Areai~~~~~~ ` ConC:-zuction Typa(o) eSecspanay ?yp*is) t 1. 8afia A21awebli Aias ei nnn s' 2. Tir• Zen•.3 inorswae (lia• 1 timee 1/3) a nnn - a' , , - 3. Sr.bt+mtrtl (31ne l+ 2) , 11,-nnn s - 4. ndQ*d SLnrfa4 Zn¢twaoo (rspett liar 3) 113_ nnn ~ 9. Sablotiil f1iRs 3• 4) j6A,yn a' A. 81DarafciAn op , sid~u !or e.n t incr*aae T. gubCata2 (lin• S t 61 , ~.NasLYna Allovaiia asea 36.000 ~ I - ,.Er,istfa9 snilainq ]rea 9 .oUe ' . Pr.opoaed Dul24in8 7lrMa. s..tso- a e.if. tnaxare Entldiaq kte; u Tota7. s ...16 .~4(1.0._..s. t . ~ _ ; ',8ei2d3aq't[siyt~t nad tttai~ns,x! dtott~sr - i,. . . .8!sirjht J13141rab14k lisl9ht 1►ct.na2 _L5: G• . fAtti¢ SGAri,!tA.-A3,x~r~N1ly~t~"~~~~ fttozikA. Ac:tnal ~ , . - , - . _ _ . .I_ i ~ ~f4acngittt 87/00cnpant ?ota- ' -`r~ ~I!4! i . .`~rttt' , <Tabl~ l~i) 1trea 791abla 33A) -Dccu; .~..3,00-.- - . ,.,...:800+ -4i+-•. . ° ; > ~11.~~ ) ; •awr.L ....LQS1:.. ' ~..........r.~ . • .dG.__ i , : ` t~ ~ . ~ ~ : r `t • r" 4.` ;g . . Total Ocr.upant < lan_ . I ~z . -A#~~ ~~,ftt7~Tf~~..1lI~1tSY11lHNl1~.A': . . - . . ~"::C4roiRerraCion ypa ~ , .::D'~uu~axf ate . tN►~z1 at' Vta:.l ~ , . ~ tarkMtior lmony8eesia4 Ma Yl a p_ ~'q.t's►#b+s~t' 9~sttlian• R. : ' ~ , ~looY* ~ I Ao~~e . _ - . I ~y . , ® CITY OF WHEAT RIDGE �C303) Building Inspection Division (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax i INSPECTION NOTICE Inspection Type: Job Address: 6 -% 0 0 Permit Number: l r' -7e a ❑ No one available for inspection: Time d-= /PM s Re -Inspection required: Yes Flo When corrections have been made, call ~for re -inspection at 303-234-5933 Date T%spector: - DO NOT REMOVE THIS NOTICE